|
M IUQMUM A.S.D.
<br />OF5~AtlEDiNOPRESSURE
<br />M-
<br />+6NIMUM
<br />SLASS NI,
<br />P AA,NtIEELL
<br />APP LOABLE m
<br />{-P775•�3i
<br />(-P4�
<br />7D MASS
<br />CONDITION
<br />SEtiONS
<br />+66,0.
<br />7D" OR LESS
<br />2 9/16•
<br />BOLTED.
<br />1'. 2'. 3% 11Y.
<br />2'W & 3'W
<br />484A -75.3
<br />70' OR 1E55
<br />2 7/e'
<br />BOLTED •
<br />A $ <Yr
<br />• 1 = Fg: al'IOT'tOM P�ANEM.& $ WINC#M AT OVERLAP $ 4OX OF PANEL. LENGTH
<br />N, r >A ✓,. ;H 1 . . + SS: , rS. M xt ..tl..l'
<br />'f' _.N , r 1+!. r 4: :``7 ' _ li+4ah ►.+I, : 71 ka. '7I: N( a* -=I
<br />i
<br />+.:: Sr .Ix -, :x
<br />N IMUM
<br />A5,0. bESCI
<br />PRESSURE
<br />RATINC
<br />s.N.
<br />MAXaMLM AlICfgR$ SPAt7lI. FOR E. D. - 3 1/1' ••
<br />APPLICABLE TO
<br />E
<br />ART
<br />tE rNd MYXW
<br />MAN" PAND-
<br />UNM Z• (RA)
<br />TAAGONS
<br />CALK -RI
<br />PAiELYATE FOAAE O
<br />PANFLUCE PLUS
<br />to CM,,M
<br />TO ZgETE
<br />To WNCpM
<br />BLOCK
<br />m GaNCIa1E
<br />TO COI,,,,ODNIMFIETE
<br />12'
<br />N/A
<br />/
<br />12"
<br />N
<br />N/A
<br />i '
<br />2
<br />N/A
<br />E2"
<br />N/A
<br />T' & 2' (TOP)
<br />it"
<br />3'*
<br />to"
<br />3'
<br />5"
<br />4"
<br />5"
<br />4'
<br />1' OM)
<br />12'
<br />3'
<br />12"
<br />3"
<br />8"
<br />8'
<br />8'
<br />5"
<br />i' BOTTOM)
<br />l ++
<br />BB D; -rss'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2"
<br />ill
<br />r (BOTTOM)
<br />70" DR 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 />3' (TOP)
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />9 1/2•
<br />N/A
<br />9 1f2'
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />NJA
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />6'
<br />12' 1
<br />9 1/2'
<br />12
<br />11
<br />tZ`
<br />lY"
<br />4' (BOTTOM)
<br />* UNITED TO e6A p...t. A.S.D. DESIGN PRESSURE RATING.
<br />A SEE SHEET 25 FOR ANCHORS TYPE & '.PALING FOR NISFA.uVpi4 WTG WOW
<br />PRATE BUILDING.
<br />MRiMiM ANCHOR SPACINGS AND MINIMUM EDGE OITA/OE ARE IOICATED ON THIS
<br />SCHEDLE. FOR E.D. LESS THAN WGCATED ON SIBEOWP R@UGE: ANCHOR SPACING
<br />BY MATIPLYOB SPACM SHOWN ON SCHMU BY THE FOUOWW FAC'70R& FOR
<br />TIES OPERATION m K POSSIBLE. REDUCED SPACING OmANED USING FACIOR SHALL
<br />NOT HW LESS THAN ORS LF.BEN0. MINIMUM SPACING BOEACH FOR ECH ANCHOR TYPE AT
<br />ANCAM
<br />= 111[
<br />1/4Y
<br />1/4"
<br />1 1/4'L
<br />I/C.
<br />INIM
<br />10
<br />O4X-II
<br />Wn.*OHM uwm )
<br />3
<br />a
<br />1 3.
<br />2 ,/3
<br />Rm ArW! anx.tr tart (wO
<br />3
<br />} ,/#
<br />3 t/2
<br />4
<br />/BAN, VA Q4fK. mem
<br />EW910R
<br />$ 9
<br />-
<br />p
<br />ILO
<br />3 Y
<br />TAO
<br />I - f ,Aa
<br />I
<br />+ REOW0M M... RICE BETWEEN BOTTOM OF PANED. j
<br />AO ® To BE.. 1/2' r x•
<br />1
<br />V3/16
<br />++ REQUIRES Max. DWANCE BETWEEN BOTTOM OF PANELme � m BE 3/te' '
<br />Max:
<br />C OMPQiJENTS FOR REGULAR, LIFE SAFE
<br />A E-Z HANG STORM
<br />PANEL SYSTEM
<br />(SCALE 1/2-11
<br />-..--I5.125• MAL WIDTNI)---.-. _
<br />-
<br />�^-- 103,67`--�
<br />-
<br />.500' . 1.35G'-••I
<br />T2_W (EFFECTIVE VfiM) _
<br />��
<br />»--- 6 1/4, (TAP) ---�
<br />1..3' D' r--1.350'--,
<br />.)"
<br />'l�,, 115D"
<br />_,i,SbO•
<br />.374
<br />I .IBB'-- .088'
<br />00' I 4 : 10"
<br />4.
<br />125" ' ,7sa• /""'S,S. oRM1l6l i79/
<br />"'+ I"" / GR 1 12 ,/T' D.C.
<br />% MAT BE IIEVWSEO)
<br />,250 ,
<br />S
<br />I I
<br />3.378'
<br />.088'�
<br />`1
<br />} E
<br />L€1EINAED
<br />EDGE
<br />I
<br />G4141VAIZED STEEL
<br />ATM A1s3 TYP.
<br />GRACE MWMUM
<br />. 2. I
<br />2sD" I
<br />084' 1 I1)t
<br />L_ l,Ot,i
<br />1
<br />+-
<br />!
<br />0[TAB. A
<br />SO
<br />G-•Bo GK¢
<br />Or
<br />EM.E : 2,125`
<br />�-- ' I
<br />.Q84)
<br />L.-1:5t1 __j 9.
<br />(iYP,)
<br />OO NORM PANEL - -- - -
<br />i.S50' 7]50',.-.
<br />---
<br />DETAR. A
<br />-375•
<br />1---T.00p'.
<br />PANELS VIAL BE OWALLED ALMY9
<br />FROM LEFT m RGHT W/ 1/2' LOG
<br />AT END AT LEFT SIDE OF PANEL
<br />'� 2.307'.-`-`
<br />V •N• HEADER O F* M0
<br />(4) ANGLE WITH STUD
<br />H, ,
<br />PANELS ENO LAP _"_,
<br />- -.
<br />W 1aA91ED E7)GL
<br />�R-aAX` +OLDS'
<br />-- l `
<br />,133' W,270'
<br />7yP
<br />_ .O P NE E
<br />€
<br />.375" w
<br />-
<br />€"-�-PNEL
<br />C.ANIZ02e (M STEEL
<br />GALVANIZED SfEA
<br />`
<br />--2,591 "-----T
<br />I _ HEM -"- "
<br />r ---aasD __. i r"
<br />H ( 1�}11ETRiC VFW DETAIL A
<br />�
<br />L
<br />i
<br />➢./
<br />'P.s2s j D.375'
<br />7r
<br />I-` , a
<br />,
<br />D.TSC'a
<br />15 OR
<br />�.._..`
<br />.TyS.1 ROUNDED CORNER O ENDS 4F PANE;S
<br />! I END UP W HEMMED EDGE.
<br />J
<br />.1�-I-
<br />F - 7,�.
<br />,' ?>
<br />1 .,. 2V {
<br />.125'
<br />3.750` .072•
<br />2,3D0• � I
<br />091" 087'
<br />I - (TYP) Ise
<br />�
<br />tom. HOLE WAS(
<br />3105-HI54 ALUM. ALLOY
<br />!--"""� ,'�'�`_E9�ce 17FIwINEL OTTOM
<br />� KEY HOLE AT PANEL -'-,:7'-
<br />QUA 11
<br />2.12t' •7
<br />.8 1.
<br />.SEE BEET 6 MR ACDOMMY
<br />:. UMIYAT*RS IF SLEDIE UNGH LR t I•.
<br />i
<br />1, •
<br />, I J/S• O &SEW 2 1 /B ;
<br />MAX, LENGTH
<br />,- 125' L
<br />- A .12•-,
<br />! ONLY VALID FOR INSTALLATIONS WO
<br />; MOOD STRUCTURES,
<br />--2.5u•-=
<br />•H•
<br />t..118'
<br />� 050 P L
<br />•U•
<br />l
<br />z.000
<br />C"') L
<br />R a9e'"-
<br />I
<br />"7� 95
<br />I
<br />1
<br />Q REV: HEADER
<br />HEADER
<br />@)
<br />I
<br />I
<br />-1
<br />J.E� 1a A)L
<br />-I- MIN. TO V Max..
<br />2.o_
<br />- -._ _ LL_1
<br />D AdSIIE
<br />t 1 ",1" TRACK @ PANEL HANGER
<br />374' I
<br />f-I.
<br />.._ -_J
<br />/.s}?7"
<br />39a0' 1- ALLOY
<br />50 �-x
<br />�__...._-,� •470'275' MIN. S""`
<br />) ANI2"
<br />2.�D', N.lzs� _
<br />+ MIN. '2
<br />pltttaiHlF
<br />��t';',;�A.,T �0 MOE))
<br />4"\, CENj ✓.#1 (USE ONLY FOR E-Z NANO STORM PANEL
<br />d 4r '4 BASTED) BO63-T8 ALUM. ALLOY
<br />-
<br />E ND, 4416E FLDRIDA BUILDING CODE Non HI h Velocl Hurr€carm Zons
<br />j
<br />I t' .! .i23" �• ;, N. OL 4
<br />.ON* 1 ,. 1
<br />-
<br />3
<br />ifs:. STATE OF
<br />A2W0 1E/EW, INC.FA.
<br />24 GAGE GALVANIZED
<br />STEEL STORM PANEL � a
<br />-a000^
<br />(tYp•) �,
<br />L -SEE sEcswNs = N.
<br />�
<br />t'
<br />p �ff.'..�
<br />1ttY
<br />11 E�GLOBAL PROTECTION
<br />i Arc 4Ms.W.si
<br />MY[,
<br />PRODUCTS. LLC. '_1D11 '.20I
<br />sow
<br />n.. C33t4
<br />•
<br />tO3 BUILD -OUT
<br />w•�lkt
<br />F• a BUILD -OUT F TRACK 1 b & � WASNERED WINGNUT
<br />N.w, aw s,, w r+. a4WDs a am
<br />TM.. , PDC at+ -ea. - e. , pRm xn-,W PHONIC (Is4)se676,6.
<br />. ..N HH•....+n. ,•� •
<br />Olws/4W
<br />FAw (N64XNIA-ow 20-175
<br />ex,,, w4 Om"" -
<br />TR1GK ANGLE
<br />-
<br />(ZAMAC 3 MLDY)
<br />PA �
<br />t as u M
<br />I= P.E.
<br />iNELI 1 O 16
<br />TR 009 & IQQQ E-Z
<br />INTO EXISTING WOOD STRUCTURES
<br />s/4Y IAG BCJEWS a 6. O.C. w/
<br />1 I/2" ,.Arc, t1a1POW PETETRA710N (3 Mi.. 2"x4• IlDaO
<br />1/i�+^� LAC WRM Esb VE4aiL1 wtl/DN9�� Ta Ext3tiPIG wOaD NUiOEA. f� REOIAREO 1/a'r iM StwB O s" O.C. wi
<br />j}2,��� FLAT OR ON EGG 7�1 iR PF WIRAIM
<br />i m i'1,41PA WOOD HEADER.
<br />I 4 Cwn. Ek SAS.
<br />/ (_ a EA aO OF @ ,w�lahr-a2�ms�3/a•- MS,
<br />j 4 o.m. st- - - @ I - rWr' ts'..wR+G
<br />S. .1 // 1 4Y tAc SiWEW&aw D.D.. W/ 4 O-K )Mxt'sm-&
<br />jj( f r l rt ..YJ_� 1/a'+-2W3/4' TRUBS If2' M. THREADED PEKETIU ON / Y EA 00 A a)
<br />1 /! (SEE OEfAK i/za & W C MR 'A/ a 6"1915%S2' R1 EXISTING 1100D IffAOER.
<br />. 1 ND7E th RFLOW)
<br />I- t EtffAt- ; �Eh OCIAL 1/24 $
<br />1 3 IRA Aum. FOP U0 4 C-L O FAT. EtI�F � e ND1T_F._IA BEt#w;i SMAIM tT Au wmH EP E`&Xr •I-I8'AOER 7 CAnL IwREU� 1 (SEE pAGA 1/24 $ 1 NmE toI'WOOD HEADER RE� 1
<br />tq
<br />- 2 9/16• ift, i I/4 _ /.4' t 5
<br />2 I/tir AWa . SEPANMIEN ' Z9.1
<br />/2aM,TJ4 p 1SJ YY_
<br />5EPA9hTON 1 4 P-•EW3 4 m 7 8"fx3 32' ».
<br />m GtAS'S- +A� W/7/ /32' EVERY. OVEMAP 1Y" 0'C e 1 2 7A W.
<br />NUT 1 „ yM/94 4- 4' -- TO GLASS r I/4Y-20+3{4'
<br />Q 2 gS RA O - WING 3 Of tL7 5ff
<br />IF
<br />µ$B 1 TO EZ: i EVERY avow &
<br />R j I . a I fVFftY WEp1AF
<br />I I
<br />11 1 9 i x is a
<br />I �0m - �j ' r i l� 4
<br />. s I I -1 -.� o -�, f Wt+'� 9Ax3J43.2 u s. ; � q is � 3 + N. ; "I a t
<br />i 1 _. WOiN1Gi O,Cx3/ J C r
<br />_I -� 19 i 2
<br />S 6 I (2•.Y WM 1 1, i i
<br />-_�
<br />7' 4• µS. p } 1!4`w PANELIM7E FEMME - B
<br />g 7 G,w JT \. T PANELWTE MI5 w/ GanL _-l��
<br />-_,_.
<br />W%4/B' a' MY Y{G i 4.. NOTE aWW//ETaWY PENEroiRAT a& 1THREADED/ac. '�j $ �l `1• M FRR iIG 1 2ar3/4•
<br />i/9 2' AAC SCREWS 40A6" 14E AARGN 0 ;. Mln (2}. 2'W4' 1/e w- a-. M& y// 1.234 (2Li
<br />j RQAp6D �u. TE gQU 7 ,tkii - NOTE 1A1.0W}.
<br />TH aF 7'VAtE AI BRIBES %4 OR M1 OR DM REC C i 1 4 4.• 4 "m 1A 8SIOW) 6 II 4'w-2Gz3/4' IN:S. w! 1/6" f32•
<br />2 MHO PAdNELMxTE PLUS W
<br />„' WEI. PENE.IRARItlN a 12'Ae cont. M MIIF 4i S2" DC..
<br />Iwo I/aY TAG SCREWS a 8` O.C. w/ /4*1 SCREWS 01
<br />Min. (3)) 2°x4• A FtE1c . _ i 1/7' MRn. THREAGOD POCIPAY1104 MMs, (2y 2' • 11J'2 Mn. THINEMED PFdtETR471DN
<br />wcG1 fTE REaUWFDTEiiii[J• rW WDae PATE IE0UWEO ♦ MWWiOIH M' PLATE
<br />FLAT aR ON EDGE `a"DN.E ", i°' 11 H PLATE ARREOL MD FLAT WOODiiAT OR ON EDGE
<br />ALTERNATIVE 1.1 Tx Igulli SCAR 1f4`=1' - -
<br />19=1 F�(t law
<br />MOUNTING ALTERNATIVE 4"W
<br />jjALLATiON
<br />,. UP TO 1 -7" M PANAM ONLY VAUD G 'S LOOM SUWNGS VP TO 6_UDE9IGN LOAM 2-; tttGtLtxUN- , ERNATiVE 3"W SCAR 1/4'-1-
<br />2. FOR NEW WOOD FRAME �': WWD xEM9GRs m BE mlR#&RN , 0, A IW Tl(j fr SCALE 1/4•-I"
<br />PRE NP. 2- W/ SPEC'EE OENFFY Oi M55 OR EQUAL. .` •�:@;'' � EysF'-dP yg
<br />- ? FLORIDA BUILDING CODE XI h VelocityHUrr€corw Zon
<br />NOTE M. - a * N0.4 *'y a0 T °� 20 GAGE GALVANIZED STEEL STORM PANEL ,
<br />ORW
<br />SEE AO REgLVELIENPS TOR OF s�OP 9VN Q AT laP N S
<br />WELL AS PANEL t OfXIECfiOM m TRACKS OR At �T1DM FIASFA ON 4aop _ �� !bl2Am
<br />1�0 DR 20a0 IaTALtA1XW TAP£ a4 EET z�.' + D°¢"" -t�, STA OF GLOBAL PROTECTION PRODUCTS: I.I.C.`O
<br />FLue.aGMrM.. ..'SS bYft,MLKAI TFRN.`TtVE TOP R 1v • •{" ''jA.. •�, 1-i L. tt ANC, f.W1 <
<br />NgBDE_40D PR�,y 4r 0 4em S,W 61 I AEET
<br />CONDH'PUSP a ALP DRAG /i 1, ... _.• ••-•" xw.,w: x. ax Ar. Ye.WW WaaA H Mrs hXAID twaXeH-lsaa FA: troaa7WeN-mmxt 20-i715 TOP $ RHonaM MGKlIiN09 CAN BE LroM+sNEo W ANr 1. x . � N �yjslrC1N �� � „""• , I'0• "r"A•"&Ia6alo x,-;", •++� HAP••••, •s .t . xN aaAnrm HM
<br />war ro SU0 ANY WSTALLATIaN. P.E TURCJ E e- M H . •sa.ax.
<br />NODE ; 6RUFFOR iRA4iKf; NS1T 91RY/W FCR CLARITY WATER A 4A4't PIE ` 411LX,` 24 a"
<br />a fi .11
<br />siH:
<br />I "...
<br />I. 1, - . - � t:S
<br />MAXIMUM PANEL LENGTH
<br />"L+- OR -L-" (ft.) a
<br />MAOAlM AS,O•
<br />tR6PRESSURATIM
<br />(P,a.1,) (+ m -)...
<br />CONCRETE & WOOD
<br />WWLATONS t
<br />L+
<br />L,",
<br />200
<br />12`-0^
<br />181-0"
<br />2&O
<br />F2-0•
<br />W-8"
<br />30.0
<br />NN-•6•
<br />10•-9•
<br />35.0
<br />FOLIO'
<br />W-0"
<br />4"
<br />to-1'
<br />B•-4•
<br />43.0
<br />9'-6-
<br />8'-91
<br />3Ao
<br />9`_t`
<br />8•-41
<br />55.0
<br />8'-7*
<br />a' -r
<br />6a6
<br />a•-s'
<br />I r-r
<br />65.0
<br />8'-17'
<br />1 7-4'
<br />7a:a
<br />1-4'
<br />r-o•
<br />710
<br />7'-6'
<br />e'-10'
<br />110.0
<br />71-2`
<br />8=7'
<br />85.0
<br />71-0'
<br />6`-u,.
<br />90.0
<br />6-9'
<br />6-2,
<br />96.0
<br />6•-a`
<br />ar-a•
<br />102,47
<br />6`-
<br />I .-Tt"
<br />105.0
<br />$'-a'
<br />s-1•
<br />IHOa
<br />-
<br />1 3'-7-
<br />115A
<br />3'-6'
<br />Tt9,6
<br />I 9'-s,
<br />WRX TRACus M. a) - a R ID OR D.M..O, (�):
<br />m�fSAi IAQi Dian AT EACH END*
<br />XIMUMAHL LENGTH PANEL ®' @ or (CA
<br />MA
<br />L+- OR -L-- (ft.) D
<br />""'MLW ASP.
<br />OM
<br />PRESSURE RA'TR(G
<br />(Ps".) (+ aY -)
<br />CONCRETE & WOOD
<br />0WAL ATIONs t
<br />I+
<br />N
<br />220
<br />14=4,
<br />I3'-0•
<br />2&0
<br />12-10^
<br />I1=7•
<br />J140
<br />11'-4•
<br />Ta'-7"
<br />3•LO
<br />to -To'
<br />W-It'
<br />40,a
<br />9'+6•
<br />9'-2'
<br />410
<br />9•-I•
<br />8'-7'
<br />&7a
<br />8'-7^
<br />81-2-
<br />810
<br />B"-s•
<br />Y-9'
<br />baa
<br />1".
<br />r-s`
<br />85.0
<br />7'-4'
<br />7'-2•
<br />70.0
<br />r-s'
<br />6•-11•
<br />6uo
<br />7'-•o•
<br />61-61
<br />no
<br />Z- O'
<br />8'-3'
<br />90.0
<br />8-9"
<br />6'-I"
<br />9SO
<br />8'-7'
<br />8-141"
<br />Io0,0
<br />8,-3•
<br />3-71
<br />NR.o
<br />1-1'
<br />5:-4'
<br />110.0
<br />-
<br />S'-,'
<br />113A
<br />•-
<br />4'-Na`
<br />r1$8
<br />4'-8'
<br />MNMUM UM SEPARATION TO GLASS SCHEDULE
<br />MAXMUM
<br />PANEL LENGTH
<br />WIND SPEED 4 170 m.p.h
<br />WINO SPEED > 170 .,P•h
<br />OR)
<br />WRESTRAMEO
<br />I RE$iRAMEO
<br />IR4RESmANED
<br />RESTRAINED
<br />30 OR I:Z
<br />I'
<br />I'
<br />6"
<br />5 1/4'
<br />>33 To >O
<br />i`
<br />1•
<br />7 t/2'
<br />7 ifz`
<br />>90 TO 145
<br />I.
<br />I.
<br />7 i/2'
<br />7 1/2"
<br />7t�'ro i�
<br />I.
<br />I.
<br />7 1/2
<br />MINIUUU PINE'!_ LENGTH An) FOR A GIVEN MOUNTING CONDITION
<br />T�
<br />wrrou�
<br />BOTTW4
<br />DIREL'T
<br />MOUNT
<br />W•U^
<br />DEAFER
<br />HEADER
<br />I.s^XT.d'
<br />ASTUD NGLE
<br />Ir
<br />TRACK
<br />TRACK
<br />COUPE&
<br />-
<br />DIRECT MOUNT
<br />48'
<br />1.
<br />32"
<br />35"
<br />65'
<br />SD'
<br />SD"
<br />4
<br />1.S"Xi.S' STUD'ANOIX
<br />35•
<br />32"
<br />32'
<br />3T'
<br />42'
<br />38^
<br />36'
<br />a
<br />"F" TPA"
<br />SS"
<br />1.
<br />1.
<br />42'
<br />67'
<br />00"
<br />BO^
<br />1
<br />So OLOSURE9 A CLE
<br />�!"
<br />50`
<br />1.
<br />32"
<br />38`
<br />60•
<br />56'
<br />1.
<br />t
<br />57
<br />32"
<br />32`
<br />3B"
<br />S6"
<br />s6'
<br />* 2/4
<br />"JG ANCHORS (SEE SCHEDULE ON
<br />:� -- SHEETS 9, 10 &11)
<br />6 0
<br />-!-'l'r T1_1--1-I-'r-T--T-r--
<br />3/4, 4/5, 5/5 & 6/5
<br />. 2W/6, 3W/7 & 4W/7
<br />0 a
<br />_-I-•-T-r-F -7--T-r--I"-r
<br />.,�
<br />-I--.l_!- L*
<br />EDSECC IONS AS tPLI ABI Q
<br />MS. BOLT wJ At EA OVERLAP
<br />i
<br />LLL1 I
<br />D.M„(1). 4@ _ . - - -�- - ILA*
<br />- - - - --
<br />�(.__'�� e o - � oe
<br />�ar V.�/ (-,„A. MAX-,,, ._.-.-___. 3° MA'
<br />' MN. 2/4 1/4. 3/4. 4/5. 5/5 & 6/5 1" MHA
<br />TW/6. 2W/6 3W/7 dr 4W/7
<br />ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 &II)--_
<br />REGULAR_ TIORM PANEL Gj ELEVATION
<br />2.6er N-T•S• 1/4'''Mryo[x'," GAP
<br />m (MN mmw -1 MOLE VA r4 i(
<br />NOTEV1
<br />(1) L+: MAIMMUM ALLOWABLE PANEL LENGTH FOR A GIVI N POSITIVE ASD. DEEM LOW.
<br />L-: MAL ALLOWNELICTED. PANEL UMM FOR A OVEN NEDATI E ASD. DESIGN LOC.
<br />(2) PROCEDURE TO DETER MQOMUM PANEL Waft
<br />GIVEN A POSITIVE A&D. DESIGN LOAD, PETERMpaE EMIWRM PANEL UDAM 5:+^ FROM SOH
<br />OVEN A NEGATIVE ASD, DESIGN LOAD. OEfiRMwNE MADMMM PANEL LENGTH %L FROM SO
<br />FINAL MWIM UM ALLOWABLE PANEL. LENGTH M EOIML To THE IBtlA N DETBRIMIED PANEL L
<br />BETWtENt Y+' AND *L-".
<br />(3) SEE SCHEDULE BELOW FOR. MAY. PANEL LENGTH FOR PMOS17Y QUAJFIC4Ti0N,
<br />WSIA-LA7ON5 WO WOOD ARE LAM TO a 95 P•aI, MAX AS,D. DESIGN PRESSURE RAT W
<br />9, IC & 11 tU MR MAX. ASP. DESIGN LOADS & MAX, PANEL WNTHs.. FOR
<br />_ r8E SPhcERIS USED.
<br />D. 44T67 '. Iem2O *''moo• w_ 24 GALVANIZED STEEL STORM PANEL
<br />* '
<br />' • rA*OE -* i E Q 1 PROTECTION PRODUCTS, Lt
<br />�� ' n rAur Tl3fI10 & 460E SIN, at SOVIET
<br />S• 4 ..O. 1!R€.....; , 1 '' ,,... om•'o,.,m ..fir. - " PI,ONE: C54Mw-»+S, PM tt9M)M-4M
<br />20-175
<br />aWwr&D N4a
<br />GENERA€ AI- a ae()7'ES
<br />teal n Tasw IMF wA.- r P,�sm 1 1 °k
<br />(C) TO EX "TOP WDN iCH SPEY:tl�'FM � -. 4.5s MRN L
<br />1. STORM PANEL SHOWN ON THIS PNODUC7 EVALUATION DOCUMENT .E0. HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE BY H.T.W.
<br />(P ) - TAP ANCHORS, INC.
<br />MIAV
<br />POURED
<br />1M1741 THE 2021 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS S40RM PANEL SHALL NOT � INSTALLED AT FHdi - /14-10 PANELMATE FF3,Mi.£ O A'RU PANEtA1RTE PLUS ANCHORS. AS MANUFACTURED BY ELCO 0ONS7RUCTIONPR00lf44IS.
<br />014- NE E ANCHORS,
<br />VELOCITY HURRICANE ZONES (MIAA I -DARE / SROWAND COUNTIES), - 1/4'4 LAG SCREWS PER N.D.S.
<br />DESIGN WIND LOADS SHALL IE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/76`0 x 5/8` WOW BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />h$ UREO BY THE PANEL AllE0. AND 6$CFiO
<br />SPEEDREQUIRED JURMICOON WHERE STORM WILL IE INSTALLED. FOR A D RALUTY FACTOR
<br />XD-0. 7-16 N ASD. PRESSURE RATINGS INDICATED
<br />B5, USBNC AS7, AND SHALL 0 £%GEED THE MbXA.1UM ( ) DFSICR DNOCA ON SHEETS C./J MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHAG BE 1 1/2' AND 2' FOR EI,CB PAHEtMATE PLUS
<br />3, 9 12 77, H. AND PANELMAE FEMALE O.
<br />DERV
<br />IN ORDER TO 1UERIRY THE ABOVE CONDITION, ULTfLWTE DESIGN WIND LOADS OETEIL4NE0 PER ASIDE 7-18 Slibll BE FIRST
<br />E
<br />REDUCED TD A.S.D. DESIGN PRESSURE RATING BY MULTIPtl1NG THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX MD)C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS INDIATED ON SHEETS 3. 9 TtRU 12 & 17. 18. PENETRATION KID STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />IN GIRDER 10 VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE
<br />STRESS FOR WINO LOADS WAS TOTE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS SEEN DETERMNED IN C.3) MINIMUM EDGE DISTANCE OF LAG "..CREWS. INTO WODO SHALL ESE AS INDICATED IN THIS ORAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL$ ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCoRDANGE WITH SECTION 1609.7,2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 6/8'. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERGAN TEST LAS OF SOUTH FLORIDA REPORTS /0814DI-Ot AND g0279.02-09, AS SHOULD STUCCO COST, AND t" MINIMUM FOR WALLS WITH NO STl1=
<br />PER SSM 12-99 & ASTM € M-02 STANDARDS, AND AMERKJN TESTING LAB SOUTH FLORIDA. RETORT 11123.0t-ID AS PER
<br />TAS-201 AND TAS-203 PROTOCOL$, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF 711E C.5) IN CASE THAT PRECAST MDNE, OR PRECAST CONCRETE PANELS, STUCCO DR WOOD BARDS BE FOUND ON THE WSTINC
<br />FLORIDA BUILDING CODE. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,
<br />ANCHORAGE SHALL W AS MENTIONED A CA), 0.2) & 0,4)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE BU83-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAIONS OF THE ANCHOR'S MANUFACTURER,
<br />3• ALL ALUMINUM SHEET META. USED AT CLOSURES SHALL HOE al%-1114 ALLOY, 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETALS SHOWN ON SECTION 1 THROUGH 8 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLVI MEL ASW A-553 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH B) EXCEPT THAT HEADERS '(A & 0 WALL, NOT BE USED,
<br />STEEL. DESIGNATION W/FY- 92.2 AN (AFTER ROLLED). 9. IT SHALL BE THE RESPDNS8JLrrY OF THE CONTRACTOR TO VERIFY THE SOVNOWSS OF THE STRUCTURE WHERE SHUTTER' IS TO BE
<br />5, ALL 'SCREWS TO BE STANLESS STEEL 304 OR 316 ALSI SERS5 OR CORROSION RESISTANT OPTED CARBON STEEL AS PER. ON ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />50116 W/ 50 W YIELD STRENGTH AND 00 W ItDNS1LE STRENGTH AND SHALL COMPLY W/ FLORID BUILDING CODE SECTION
<br />2411.3.3.4, 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SEC710M 1. 2, 4. 5, 6 AND ALTERWTAIES IW, 3W & 4W ON
<br />SWEETS 4, 5, 6 & 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARfNG WSTRUCRRG OWNER OR TENANT TO
<br />6- SOLIS TO BE ASTM A-307 GALVANIZED STEEL, OR Art 304 SERIES STAWLESS STEEL. WITH 36 " MINIMUM YIELD STRENCM. SECU� PANELS WITH APPLICABLE RETtEOR(EMENT DURING PERIODS OF HURRICANE WARNING-
<br />]. ANCHORS TO WALL SHA L BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WWD/RAIN IN7RUS4014-
<br />(A) TO EXISTING POURED CYTIJt'wFYF,
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY LT:W, SURDEX. INC. (Min. rc-3192 PA•I•) 12. STORM PANEL RSTALNION BOLL COMPLY WITH SPECS INDICATED IN THIS DRAWNG PLUS ANY BUILOW AND CONDO REGULATIONS
<br />- 1/4 a x 7/8' GAL(-N ANCHORS. AS MANUFACTURED BY DEWALT BIC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />- t e x 3SOW-SET SO -SET' A14CHOR5, AS DISTRIBUTED BY ALL POINT SCREW, & SPECIALTY Lb..
<br />(wit I. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PfEPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PRDVOE INFORMATION
<br />P.a.t.)
<br />ANI FEMALE O $ PANELMUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A 5RE SPECIFIC PROJELT; ia. WHERE THE SITE CONDITIONS DEVOTE FROM THE P.E.D.
<br />- I14-10 PANEIMATED
<br />- 1/4'e ZAMAC NAUN ANCHORS. AS M OILITACTURED BY DERALL INC, (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUMNO LIFE SAFrIY OF THIS PRODUCT
<br />BASED ON TAPS P-EA. PROVIDED HE DOES NOT WMTE FROM THE CONDITIONS .
<br />0.1) MINIMUM OF TA NCH ANCHORS 9Nf0 POURED CON'CNET€ SOW. BL 13/4'; 2" FOR ELCO PANEihLATE ,AND /'+1'E CI4 TH4 DQaUMENr
<br />CONSTRUCTION SAFETY AT SITE IS THE CON'IRAGTOR'S RESINI4$IBILTY.
<br />OR ZAMENT
<br />1 3/4" FOR 7AMthC NHUN ANCHORS,
<br />(a) THIS PRODUCT EVALWTKki DOCUMENT WILL BE CONSIDERED INAUD IF MODIFIED.
<br />A.2) CAUK-N & SOLO -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE, NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4" 0120 SCREWS USED SHALL DE 1 1/2• LONG MINIMUM SHOULD SfUCG4 SM, (6) SHE SPECIFIC PROJECTS SHALL. BE PREPARED 6'Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS DR ALL THREADED SCREWS WfO HEAD, ENGWEER OF RECORD (E.O.R) FDR THE PR0.1ECr AND WHO WILL. BE RESPONSIDLE FOR THE
<br />BUT WITH WING NUTS, PROPER USE OF THE P.E-D. ENPKEER OF TECDRO, ACTING AS A DELEGATED ENGINEER 10 INC
<br />PEA: ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWNGS FOR REVIEW.
<br />A3) 0 CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BARDS BE FOUND ON THE
<br />EXdSTINC WALL OR FLOOR. ANCHORS SHALL BE LONG,' ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, (a) THIS P.E.D, SHOW. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRO'M04AL
<br />ANCHORAGE SHALL BE AS MDMONED IN AT) AND IN 0.2)• ENGINEER OF RECORD THAT PREIPA3E€] IT.
<br />(8) TO E3),iTlflS) C'ONCREIE.BI,D,NS L., �! O-9D' 14. SHUTTER MANUFACTURER'S (ABED SHALL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- 4 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDX. 94D PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL BE PLACED- Y OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />E/4' e x 7/8` CALK-H ANCHORS. AS. MANUFACTURED RY DEWALT, INC. FLORIDA BUILDING CODE.FOR
<br />- 1/4'w X 3/4' SOLO -SET ANCHOR, AS DISTRIBUTED BY AL POINT SCREN. BOLT & SPECIALTY CO.
<br />- /14-10 PANELMATE FEAIAUE O AND PANELMI PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P`1 L�FH�IFq
<br />- 1/4" a ZAMAC NAIJN ANCHORS, AS MANUFACtUM BY OEWALT. INC. . t5� �1J,
<br />Od :..
<br />WV\GEMs•`':�9$'I�
<br />EL 1) MINtWUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAVIC NAILTN ANCHOR. INTO THE 4
<br />FLDRIDA BUItA1NG CODE Non Hi h Ysloe€ XurriGans Zone
<br />BLOC( UNIT SOUL BE 1 1/4" @
<br />&21 CALK -IN &SOLO -SET ANCHORS SHALL BE EMBEDDED 7/8" Ora THE CONCRETE BLOCK UNIT. NO 44 7 = a '0 nlexa. W`' 24 GAGE GALVANIZED STEEL STON1 PANEL r FAM -
<br />�Vas
<br />STUCCO SHALL SE PERMITTED. 1/4" 9-20 SCREWS USED SHALL BE 1 I/2^ LONG MINIMUM SHOULD , * t „ /r /� - 0 7
<br />AND 1' MNBMUM FOR WALLS WITH NO STUCCO. �•qL STATE ._. -.._.� IL E C G LOBAL PROTECTION PRODUCTS, LLC. LVOE:
<br />9 . ,' y INc,
<br />F 4600 s,w s
<br />8.3) W CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS 5RGW OR WOOD BOARDS BE FAUN jORI w MN a aMxa� rnL DIAL F sT3ta
<br />EXISTING WALL, ANCHORS SHALL. BE LONG €NOWN TO REACH THE MAIN STRUCTURE BEHIND SUCH P 3O ,• ' ww.•.g1WRm-,sA.ro.P.¢m-,sN PHotx: (964XIdp-?345,. PAIN 20-175
<br />(!s4)4e;W-e7MY
<br />ANCHORAGE SHALL BE AS MENTIONED R MI) AND IN B.2). fft d ,* ""'�, _�qw"1719 -? sx awaWla Nr,
<br />ra
<br />AAAAA,tHl11H INN P,E SFAI3i0WaUP6J0.4E W/N.TFR A PI1Uf Jr P$, m n.,.a
<br />y 9101T , ate
<br />INSTALLATION
<br />MAILS FOR REGULAR PANEL
<br />INTO, POURED
<br />CONCRETE OR CONCRETE BLOCK
<br />STRUCTURES
<br />CONCRETE
<br />G POURED CONCRETE
<br />CONCRETE
<br />E Q CONCRETE BLOCK
<br />If
<br />REQUIRED.
<br />iJ/ . REQUIRED.
<br />t'ANCRETE ANCHORS I
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />r-{ .T
<br />(SEE SCHEDULE ON ,�,
<br />SHEETS 9 THROUGH 10) r.1;Z }
<br />E'fi3TMG POURED
<br />CONCRETE OR
<br />y v✓
<br />i/2..
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<br />1�/4'
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<br />CONCRETE ANCHORS j
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<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
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<br />TOP & BOTTOM MOUNTINGS CAN HE
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