|
Tr.
<br />.".
<br />a �- . 1 . ! l e-1.1
<br />T _ L91 .;." I.: 4
<br />-
<br />I
<br />EC710.6ro
<br />I
<br />liu (P.f)
<br />(S[FW
<br />TO
<br />CON .
<br />%
<br />.66.0. -753
<br />70, OR LESS
<br />7 9/,6•
<br />80LTED •
<br />�. T, ff. P.
<br />21. A 3i"
<br />.6so. -75.3
<br />70. OR Lens
<br />2 7/8'
<br />ROLLED •
<br />i A •111
<br />• L4AISURED r;Q. mLI OFS.5. M.5, R wIlemop AT OVERLAP A, .CIF OF FART. IINGFN
<br />PANEL
<br />.:r .11,. I 471;. !-1 _ C. ;,� 1 . :.AI ,t.', J41 'IL.(.MI ,'J -r.
<br />MAXIMUM
<br />ASD. D451ON
<br />MINIMUM M04MS WW) M FOR E. 0. - 3 I/2• -
<br />APPLICABLE TO
<br />A oobimmEmk
<br />OF TIE31
<br />ANWYWI PAIL
<br />LOOM 1• (.L)
<br />PRESSURE
<br />(P'�
<br />Lf,
<br />TAPCO'6
<br />CAYL-AI
<br />PIMJAAn FEMALE O
<br />PAIIUNTE PLUS
<br />TO COMM=TO
<br />t0 oop RI'DCMMIE
<br />/0 CONCRETETO
<br />=IFTE
<br />m mIKXE7E
<br />12'
<br />N/A
<br />12-
<br />1 N/A
<br />12-
<br />N/A
<br />12-
<br />N/A
<br />,' A V (TOP)
<br />it'
<br />3' W
<br />10"
<br />3•
<br />t S'
<br />4'
<br />a'
<br />4-
<br />V (BOTTOM)+
<br />12•
<br />3'
<br />,x-
<br />s•
<br />B'
<br />6•
<br />6'
<br />8'
<br />1' (BOTTOM)
<br />T i+
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />it'
<br />2- (BOTTOM)
<br />66.0. -75.3
<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 />70. OR LESS
<br />12-
<br />N/A
<br />i1'
<br />N/A
<br />9 1/2'
<br />N/A
<br />9 1/2•
<br />N/A
<br />J' (BOTTOM)
<br />12,
<br />N/A
<br />12.
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />8'
<br />,2•
<br />9 1/2-
<br />12•
<br />it'
<br />12' 1
<br />'I-
<br />1 4- (BOTTOM)
<br />* UMM TO BLO "t. ASO. DESIGN PRESSURE RATING
<br />►RE SHIRT 25 FOR ANCHORS TYPE A SPACNO FOR NWNAATON6 INTO wow
<br />F1WME 8L21.DN6
<br />MINIMUM ANOOR Y40M4Y AD AM MW [DOE OWA4M ARE OMOM NN THIS
<br />SCHEDULE MR C0. LESS THAN mwo ON SCHEDULE REDUCE *am w0cm
<br />wr MOT10.YN0 SPACING SHOWN oilSC,EDUE of THE FOLLOWING FACTORS. WOW
<br />THIS oPE1L1N011 10 BE POSSIBLE.[DK[' D RSPACING ORFANED USIA. FACTOR SMALL
<br />MDT R U 5 IWO MINIMUM SPACING OWATO FOR E401 ANDOR INK RT
<br />AwN016 LEGEND
<br />1/4'A
<br />T/41w_
<br />t/4'A_
<br />ANOM Tin
<br />__t/4•A_-
<br />i.YpOM
<br />mama
<br />FINAL a
<br />AM1�M-
<br />PLUSaE
<br />G�
<br />ON. Allow OYOIL 0.)
<br />3
<br />]
<br />3
<br />2 ,/a
<br />rYAFTAIIO CA.r.M 0I
<br />J
<br />!
<br />]
<br />!
<br />"1rn4 oA..r w 9J
<br />A ,n
<br />Mm ED FIRM mmm
<br />ommR
<br />I , •
<br />J6
<br />-
<br />)
<br />3
<br />,a
<br />a
<br />a
<br />31
<br />,a
<br />I -
<br />I a
<br />- --'--
<br />__ ___ - -' ---1S.12a' (TOTAL MOTE) - -_ -__ -'--.
<br />-- __ -._ ___ ---
<br />----
<br />.- _._.-12.500• (EFFECTIVE WIDtM)- - - _ __- -
<br />____, .
<br />R _a Tle (PP'.)-- -
<br />-_
<br />, SM.-
<br />I
<br />-
<br />7 e,
<br />am.- LO4 T1eU1
<br />T p )- h IS ..
<br />EDGE
<br />ASM A853
<br />TYR I 'i,
<br />GRADE BO IOMa11A1
<br />0-60 Gisw
<br />AIN.
<br />HEMI[0
<br />EDGE --
<br />- DETAIL DETAIN A
<br />STORM PANEL (
<br />- --- -
<br />---
<br />OO
<br />t.330' -� 1.350' -
<br />06TAA A
<br />PANELS SHALL eE INSTALLED ALWAYS
<br />FROM LOT 70 RIOR W/ 1/2' LEG
<br />AT HID AT LEFT SIDE O PARR
<br />F41-0
<br />1
<br />1
<br />+ ACQUIRES MM. DISTANCE BETWEEN BOTTOM OF PANEL I--),/2'
<br />AND ® TO BE: 1/2'
<br />Mon
<br />1
<br />I
<br />++ RF LW" W.. DISTANCE BETWEEN BOTTOM 0 PAIR
<br />AND 0 ro Be 3/,6' 3/le
<br />Moo.
<br />----2ABI-
<br />_ _ _ L
<br />-.,Br
<br />( T250'�
<br />1250'
<br />L00-
<br />F.. __
<br />3.31V
<br />M.
<br />'.W4-
<br />OBf'
<br />t
<br />2 S• 2
<br />[
<br />L
<br />_..x
<br />-.
<br />_ -�7•_ -.
<br />1/4Y-ZOJ/4•
<br />.750" �- SS SttA I"
<br />.374�-. .12a -IQ ANGLE 6 6 ,/4•
<br />r__1`_7
<br />p- - (WIRY 6E REVE%FD)
<br />I )
<br />o' �-)5 L�_--'"-_�-_--:
<br />__
<br />, Lsco -) Ta•
<br />() 'H' HEADER (3) or TRACK 0 ANGLE wm4 STUD
<br />/" : ,. EI . w EDCA
<br />0.024' (MAN.)
<br />PAWLS END LP % /,% ` . --�-- T WLVANINTO SIM
<br />w/ Hollow EDGE / l� I (: � FOAL f W
<br />L_� _ _ - I
<br />y i N I TIOo e.ers os7s o.zso P
<br />'H(E2LA3E0'O - - , 407 1.625• � `t T _ - -- T
<br />(1J! - 002M• .
<br />_ -_ -
<br />22•A' ip ISOMETRIC VIEW DETAIL A �, 33 - -- -. ��J(( f��r.z7o I P"a - " 1© OR
<br />I— . .re'I ROUNDED COINER Y ENDS OF PANEL'S 1A.
<br />/ 0M .ORS• _ ( /��JJ� -125-
<br />T.378' END UP wHEMMED EDGE. R... .625•.
<br />N.Ts) 37s1
<br />.091' a P.) ' OS HOL KEY E WASHER
<br />3.750• �T, (rm.) - �' 3105-H154 ALUM. ALLOY © KEY HOLE AT PANEL - 750• -
<br />*SEE SMEET 6 FOR ADDR,ONN
<br />j L124' ,7w_ - .813" WITATONS F UEEVE LD16IN 6 1 )'.
<br />.091' 125' L_ ONLY V4O FOR V&TXUT10M9 MIND
<br />�1w I - ---
<br />1.250' _SUS' 9 `L� j�`AIi0.7 W I) W000 SiRIKTURLS
<br />L.23DC' - - _._ 2.000'--- / 2.000• 37W
<br />' -, -.193• --.... / I 12S• 2.001) R Rau' ,
<br />- T.548`- t-.116• O OSO•W L PIMP), 750• 250'
<br />III O REV. 'Hr HEADER © rU' HEADER _ _ T _ _ __ _ _. ,- wo. ro s• MAN...__- I
<br />®SLEEVE i' MAX, _ 2.000'----' I
<br />LED-` ,«FNAN„i( i t ANGLE'Jr TRACK 1© PANEL jNGER
<br />374 s.aoo' _- + - W61_ ALw � p A. ti(G (I 1/4- WIDER
<br />( .r ; 't50 L--I �) Gex• _ ,y�,0 ••CEN _ (USE ONLY SYSTEM)
<br />6 E-Z63- HANG STORM PANEL
<br />.]1t _AD6' 470_ _.__�275• . SAL• SYSTEM) 606J-TO ALUM. ALLOY
<br />a _ w"
<br />1 -, L i : No. 4416E FLORIDA BWLOINIG CODE Non High VNoel Hurricone Zorn*
<br />_ s
<br />1.6)t N _ T_ P p 1.125' .680• >MI 2. XX0 T
<br />` /z3' y,• .5. •---MSS. � Q� uN_ I_ ® 2 ( s mmO nfmlt .c. 24 CAGE GALVANIZED STEEL STORY PANEL
<br />ram.
<br />(_ _ _.F ( 1 1.201' NL i �: STATE OF GRAN M:
<br />2.006--__.: ! _)_. - , %. t. I-._ SEE SECT" -_._ _ MEN '�` =�0'•• F O* IL E C O RANG.rMIt.
<br />. � GLOBAL PROTECTION PRODUCTS, U.C... IM,E
<br />�. .6m sw. a, !iw[7
<br />N`- .a. _ R r 3M. MHO A,lot R M�'ri nWL It. A>N
<br />�/ A - VAR n.l.6. ti.OR.H-,., MMK (WM)We-7lr. FAR OM.)NepelfT 20-175
<br />1® BUILD -OUT or ®4 BUILD -OUT 'Fr TRACK IS t ® W EKED WINGNUT FAN-0009eY 0 0."4 WP
<br />TRACK ANGLE (ZAMAC 3 ALLOY) PI trAl/WPMnAE/M [ W41E 1 A .. �C m •. w LMRT 2 O le
<br />INSTALLATION
<br />lJVTO POURED CONCRETE
<br />DETAILS
<br />FOR REGULAR PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />ALTEIMIE CONCRETE
<br />Din
<br />CONCRETE ANCHORS
<br />(SEE SCE01llE ON -
<br />__ANCHORS
<br />Ee5 K POURED CONCRETE
<br />LOI AIWN
<br />(SEE SCHEDULE OR
<br />SHEETS 9 wom 10)
<br />EXISTING POURED CONCREI -
<br />OR CONCRETE BLOCI(
<br />SHEETS 9 THROUGH f01
<br />OR CONCRETE BLOCK
<br />IEOUREO.
<br />REQUIRED. ��,tx
<br />y,
<br />LEG
<br />CONL:RErE M1CHgR5 r/`
<br />EXISTING POURED -----f.D.
<br />CONCRETE REOUR[O
<br />LTERNSE
<br />��
<br />/ �j� a ,
<br />ti s
<br />i L Y' ii-
<br />f! � A /i'�
<br />i "Na,
<br />r �%% 4
<br />J !
<br />-
<br />•. ca-.-. m - 41,' wI wiEw
<br />�'' _--
<br />SHEETS 9 TM4OOKOU 10 L/
<br />.Oro !
<br />I 1/2
<br />Sri`;✓.%/ i... ./
<br />- �T/4.
<br />fyb
<br />•WJItDdss r]IOi1/O4llr >//% I1N/A4K•
<br />MAX CONCRETE ANCHORS_
<br />"�
<br />• Ha ,/a O.C.
<br />_.
<br />_ - .
<br />1 1
<br />A t
<br />(SEE SCHEDULE ON
<br />-
<br />IIn' -___ ._ --
<br />- �i I
<br />- ) I
<br />f i
<br />SHEETS 9 THROUGH 10)
<br />I
<br />I IN7-
<br />E.D 6!,
<br />/l 1
<br />(
<br />ED r/%
<br />/..
<br />I f I/.•ac
<br />i_!%
<br />: / rrr N 1' W..
<br />, - :, / .. R PANEL LENGTH
<br />SnNS_� i _
<br />1
<br />E0 Fj !
<br />;
<br />f / / G ,- :fJ! "/i` ; (SEE SCHEDULE
<br />'
<br />ON SHEE( J
<br />1 1
<br />,f:y_20i ",I
<br />r'
<br />q(y I
<br />v i
<br />/��,,
<br />I SEPARATION t { 1 1 FOR 9PACER(BU
<br />E
<br />A peauf e � r ;. J/....%
<br />`.•'
<br />j
<br />�'1( 10 WASS. 1 tN SHEETS
<br />(� SCHEDULE ,!•'A'm'H•
<br />1
<br />I I
<br />GIA FOAL 1'116
<br />1UOM DINS .L•
<br />n.
<br />(SEE SCHEDULE
<br />TO GLASS I 1/IY-a1'
<br />ON I ss Iol,s W,®
<br />1 ; 9 A 10 F
<br />_ I ON 94M 3) 1 .. A KR0.1f a SPACER
<br />+
<br />I I
<br />I
<br />AHw
<br />I PANEL LENGTH
<br />SHAFT 3) - - - _ _ I Na R# 'A Pet
<br />-..- ' -- _ )-
<br />1 - _ -_ _ _ ,� 7J7
<br />7' Maa I -. 'A - ,� - tl - -T ,��„�o� 7.6')
<br />E :.-iBrl- - E--
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />/Y- LOAN,7a
<br />PANEL LENGTH 1 1 1
<br />(SEE SCHEDULE 1 .__
<br />1
<br />M"O.
<br />rO_y1
<br />II &4
<br />, ..._ . -1
<br />I
<br />ON SHEET 3) � 1
<br />e � j
<br />SEE SCHEDULE
<br />DA
<br />�
<br />( -
<br />.. i
<br />_ _.
<br />1
<br />I. _ __.._sue
<br />�(ON 9EEG 3)
<br />(-^,
<br />Ii_
<br />. `r
<br />MINK. <� I
<br />i. fi
<br />.__-_=]F.
<br />i 0 .1 t•
<br />YAX
<br />i
<br />I I
<br />,!%/i
<br />SO[
<br />I V
<br />EO R�,
<br />L
<br />I E D -, O t•
<br />I 1 L
<br />I I
<br />1 1/r O.G
<br />I
<br />m,
<br />_._ .. _
<br />In. •
<br />.. .._ , LENGTH
<br />( ; MAX
<br />L
<br />I
<br />_. ). 1
<br />Im
<br />w w �
<br />R C_ - -- ;
<br />CONCRETE ANI,HORS
<br />LxwoO POURED t \` (SEE SCHEDULE ON
<br />/_
<br />�}
<br />..�L}
<br />COKCRF7E NICHORS
<br />(SEE SCHEDULE ON �. - 1
<br />H..T1,.,,, „i .•4 \
<br />CONCRETE .. , . _ -
<br />REO IRED
<br />:: EDGE Cf WALL OR SUB sHEE15 9 IHROLUWI
<br />(ALE. CONDITION)
<br />to) / :.
<br />i
<br />Ls'
<br />9N7iIS 9 THROUGH 10} - g O2 1/9• LONG NA%. ALUMINUM
<br />SPACERS O 6 i 4' D.C. VALID FOR
<br />3/4
<br />�
<br />/=d.-`
<br />,"
<br />�.,
<br />IONSTING POURED CONCRETE RE�CONCRETE
<br />EXNST94 POURED CONCRETE - LENGTHS PER SHEET 3. ALL DES" AND PANEL
<br />CONCRETE ANCHORS ..
<br />(SEESCHEDULE
<br />\'R�`i,:
<br />/i
<br />�,r..
<br />REDURE9.
<br />OR CONCRETE BLOCK-.����) 1• MAX LONG KLMIMNM SPACERS O
<br />I/2' O.C. TABLE ON
<br />OOM 10) - ED......__
<br />Viz (SEE j1
<br />SHEETS 9 A 10.)
<br />CEILING ANMOUNTING
<br />SCAT 3/a.G•
<br />RUND-OUT{fit
<br />SC;UE 3/6� ,•
<br />Effim
<br />SMILE 3/9.1•
<br />rcP A T'"'"'4RT
<br />�.: �jCEN - ' ;
<br />FLOMDA BUILDING CODE Non h VelocityHurrtoono Zone
<br />III 'No. 44167 .•
<br />9am wLmm RIG 24 GAGE GALVANIZED STEEL STORM PANEL IT .
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 a 10)
<br />NOTE FOR COMBINATION OF $)ST1L7N5:
<br />POP a BOTTOM MOUNTINGS CAN B£
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />_
<br />s l STATEomm
<br />* - C �'-_ ,
<br />O
<br />T1rTP90,,: FLORIDP: • -_
<br />F ��
<br />PROTECTION PRODUCTS. LAC. of Got
<br />IL E C O Ewe. „DTI we sl w,RI
<br />110K. a 3wt 2O-175
<br />"'�'
<br />� ,• •"LNG
<br />- 91y�1w' a: t' a= I+Qc fes.Ierlw rAc ta4Nll+797
<br />INSTALLATION.
<br />'A• O
<br />O^'ri1i1" w.W IrIWWr r�Ir WK CWND IN,
<br />URN n
<br />14:wTg1tJH., P,L N,f-W qI S1RT 6 O le
<br />INSTALLATION- DETAILS EQR SERIES 2000 & 1000 E-Z HANG STORM PANEL In
<br />INTO EXISTING WOOD STRUCTURES
<br />I/4•I LAG SCREwi a 2' O.C. W/
<br />I I/,) YM TNREWEp IDlTRATIOI (J Wn, 7'.f' ,YOLIb _ H!4'f LAG SCREWS • f' O.0 w/ t ro E%6TNC WOOD HFADEn j REpURED i/i. lk sCrINS O s' o.c w/
<br />-
<br />_ - I ,/Y W, THREADED RENE,RATWN I
<br />:I II FLAT oR ON CDGE 1 I/2• W, TAWADO MNEWYKM
<br />m f7mlA WOOD HEEAOER.
<br />a C.-1. 4ra1' s.r.s. . I. ro ExbTNG wOm FE.,fhR
<br />• E. OIC a® 1�4:- 4'rs
<br />4 CIO , 4H..,' s.Ms. 6 Cen, W/ 7 B'. M!C
<br />s u END -® I I 5 yi' HYT i 2 or
<br />�
<br />t PING a D' W S
<br />QQ 1 SCREWS O.C. 1
<br />4 aM.
<br />� t , rA • t .1 SM. .
<br />iA X !
<br />1'! 2or3 ." i11AISs MIn. e U FfO O<
<br />'' :� - ) / / : r ,/S 1„R[AOEO P[NC7R.,ON
<br />3'� 1- .' I` 1 - - WIND NS. w/ f O'a]/3a' ExiSTING
<br />(SEE DETAIL i/a4 t m I1000 HUDEP. -)
<br />I -- -Tr1C MIT M
<br />..j,'C NOTE a eRDr1)
<br />.._
<br />- - - OF EVERYa (i9) (SR DETAIL 1/7. e
<br />•-I
<br />.[
<br />i POI RNET 4 CPr:I - ]. 'L� a a[GA1f)
<br />6, 41' s.Y.S 0 _MOTE
<br />_ a v n,H
<br />O YOrITH OF WIRY _ 1
<br />5 tI� ,I[Ap(R II
<br />R u RO O I
<br />IEOL� T$-1 b) (TW) I
<br />- S
<br />R 7c I
<br />WOOD R I T S 1
<br />NOTE G,A sum Ail,A I
<br />i I - Reousen ) SI
<br />-
<br />I - 2 0/Ir Mn. 1 1/.'e-21 1. v. ) S
<br />6EPARATION :/•',-20.1/i k` 1 sCE'4 W/
<br />T 4/Ie- wSAMI. i I/.'r-20J/i b TO CLASS I '/��•..J�J7• 2 WILD 3 J2 m
<br />IO CLASS I MS w/7/6 ..a/3T' X I WWG NUI w '' 12' OC 1
<br />ru'r
<br />WOG AUT • EVERT 01TWA^ 9y+wH
<br />EVER, OI . i Z / N5 APAMION ` i
<br />F I Y/ SRM IY •- - TO GLASS 1 �1//a4'-0p 2�0a3/4-
<br />-. `. I y 2 f/,6• r.,. I
<br />M)To s � of Z`
<br />�.7/a•nr3/3a/
<br />w$/f rh
<br />1 pO¢ W I TomASbDON I EYERr DVERw� 1T
<br />r -_. -.._._ f_t
<br />N x
<br />N i
<br />IN �
<br />r I W
<br />1 f
<br />e 0
<br />I
<br />0
<br />1
<br />iI3gI
<br />1
<br />41"
<br />7 1�4'FMY3/4• r9. � i4 i+3 GMr
<br />i,la f(a wJ/32 C
<br />II
<br />�_._-.i
<br />1W/
<br />!wNGM^
<br />r Ir oc ( J 1_
<br />o�. � xp )
<br />L..)_ 39 C_. Z� I ]
<br />i
<br />-4•A M3. WWEAATt FCIWE 0 (6•
<br />- W4•.
<br />^ Q, 2 f •..'3R•N,J,/PAMYRTc PU15 W! cr,L. _L. _ ! o -(
<br />1MU1A�✓ I I.:4z TSAR MDN IA BFltwl) METRIrt*N. Ili N1 //22' O.0 - p �- • ) W/ 7!a•4,y.- .S.
<br />_mmcli•'
<br />1/.`. !AG SCRIMS e C O.C. w/ ] t 1F� { II i' yy, - NU, Dfl I/1
<br />'I
<br />11j2• A1REtDED PDIERRATOII ...WOOD 2PlAn•4R[WIRED I SNJF,
<br />�����1-20.3/4•
<br />Mrn. r /[a~ aif4' •I aFwLOYI
<br />W N O PUn Ai SERIES 20m rM, PLAT on ON CDC€ ae , 1.-� i�T1�[RyG4�• ., i. )
<br />'*/
<br />{2> jj14-IO PAMD]Mn Rl5 - TNU2i-" tSEE NOTE IA scow) 6 ri w/ 7/6'Ma/3r
<br />7/a' 1AI IflE7RA1ORN • 1 e 4V.G NUT { ,a' oc.
<br />CneL
<br />SERIES IWO
<br />INSTALL t .'A LAG STKW3 • 6. O.c w ,/.Y LAC SCREW'S • 6' O.C. M
<br />WA ; 2•.l' �2' Wn. 1/,/7' Mn 0WEADED PF7lTRAYOH 1 I IRn THREADED PENETIMTKM
<br />OOR RL.4N
<br />TINT EDGE°UAREDE ALTERNATIVE ZnM ':, MM 2•..• wooe woo
<br />M EDGE RED . MDrOtN TINT PLAIT
<br />SCALE 1/4-"I- MT OR ON EDGE
<br />PLATE REDUAIIm FtAi
<br />�'.
<br />ALTERNATIVE 1'•w
<br />SCALE 1/4•-I'
<br />FLOOR TO CEWNG MOUNTING
<br />T
<br />,..4STAlLATONS Arc IxEr VNJD FDR N14401HGS TI,M AS.D OFSW t0A05 ALTERNATIVE 4••W
<br />SCALE 1/4'.I'
<br />r-10'
<br />UP m .66.0. -M.] p•I NO PANEL'S LENGTH UP m AL„11HHNu
<br />Wi. - ' A; T,,"l&=NATNE .3'W
<br />I(/l
<br />2- FOR NEW ill= FRW[ CONSTRUCTION. FOOD MEMKItS m BE SOUTHERN SW 1EP. .. SCAR I/4'.,•
<br />Pik Ni; 2. W/ S-ECFK DENSITY OF 055 OR EOUAL -
<br />` •
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zone)
<br />SEE ST'LLFIGA AW KOLIBMJIAEN,s WOR (K OV B.A AT TOP AS
<br />SEE * � N0. 4 : * won nTlna INC. 20 GAGE GALVANIZED STEEL STORY PA EL ,�.r,P, M.
<br />WELL AE PA/E1 CWIINECTIDN m iR4GK5 OR AT m rA5ED ON .DUO
<br />r
<br />1000 OR 2DOO .6T.AATKW TYPE ON err 2Y3" �" i •cam: STA OF < CABBALA PROTECTION PRODUCTS. LAC. af/'4�a
<br />�n
<br />DLO o0. : �,_
<br />s a CDM6eM7DIN n sEr I1Drs ALTERNATIVE 713P NE-A[sce MIDOD FR!�R[' . .em s.W. s+ sTRm
<br />TOP / "�' 4.. P mr PHaE: (ea.Nn-far. FAc pa.Nw-4Nr 20-176
<br />enTKA MgNI'IO5 CAW M WL®RtEO N ANT'MWITION hA.UNF
<br />1.��r�G:4. a. �:. wQ i.illm ,Y, -
<br />t
<br />WAY m SUrt ANT 4V]TAWnON. 9GYL 1/4• . 1• ' INIIM DRAAIG M.
<br />I••'-�Pd. LAL/1OH.TVMf/D•TE WARRGA �'l .Or+.
<br />.IA r 9l- 41.
<br />NON SHIFTER TRALXS NOT S•MWN TOP CUATY 4N - Awls >s O >s
<br />SINIB.F PA-NLM UNOMR
<br />AT TOP OR BOTTOM
<br />INTH TRACKS t`i2 OR CEI t
<br />MAXIMUM PANEL LENGTH
<br />L+" OR 'L-" (tt.) 0
<br />RMXWM ASD.
<br />DESIGN
<br />PRESSm RATING
<br />M. .O-
<br />CONCRETE A WOOD
<br />INSTALLATIONS t
<br />L+
<br />Er
<br />20O
<br />W-a'
<br />n'-D•
<br />210
<br />W-a.
<br />W-8•
<br />Jae
<br />_
<br />t I'-8' -
<br />to'-*'
<br />Jac
<br />NO'-IO•
<br />to'a'
<br />4a0
<br />IV*-r'
<br />I.,.
<br />430
<br />9'-e•
<br />9 91
<br />Sao ---
<br />o_i'
<br />a 4•
<br />_
<br />s&0
<br />s r
<br />8 D-
<br />MOD_.__
<br />010
<br />9 r_
<br />a D=
<br />7'-8•
<br />r7-
<br />r 4_
<br />YL
<br />. 70.0
<br />75.0
<br />r-s•
<br />9'-10,
<br />00.0
<br />7'-2•
<br />61-7'
<br />a5o
<br />71-0'
<br />e'-s•
<br />Sao
<br />6-9'
<br />8'-4"
<br />PER
<br />6 -9'
<br />8'-0•
<br />_
<br />100.0
<br />6-s•
<br />s-rT'
<br />lose
<br />0'-3•
<br />3'-0•
<br />- IORO
<br />-
<br />s'-r
<br />_
<br />r 150
<br />-
<br />3'-8'
<br />I F9.8
<br />9'-8•
<br />:413 4i•. ;:41 • ,i4.4/I
<br />_I.ryll .`.
<br />MA%iMUM PANEL LENGTH
<br />"L-" (ft.) 0
<br />W70MUIY AS.O.
<br />PIiESSU pT61C
<br />,r. + _
<br />( P )( )
<br />CONCRETE a wow
<br />INSTALLATIONS t
<br />L.
<br />Ir
<br />ia0
<br />14'-a•
<br />IJ7
<br />ISO
<br />W-10'
<br />III-7,
<br />.IIDLO
<br />ft'-A-
<br />10•-7'
<br />J3.0
<br />to.-Ir
<br />9'-6-
<br />4ao
<br />9'-6'
<br />91-2•
<br />45-a
<br />9'-1•
<br />8'-7•_
<br />we
<br />8'-7-
<br />6•-�•
<br />SSA
<br />--i-i-_
<br />T-9-
<br />aao
<br />8'-(
<br />r�
<br />9s.o
<br />r-8
<br />r-2'
<br />- _ Mo
<br />7'-S'
<br />W-It'
<br />71.0
<br />71-9•
<br />6'-8•
<br />810
<br />Y-o'
<br />6'-5•
<br />86.0
<br />7-0•
<br />8'-J'
<br />90.0
<br />6'-9'
<br />8'-1'
<br />%o
<br />W-7'
<br />S•-r0•
<br />100.0
<br />/•-J•
<br />S'-r
<br />/a50
<br />8'-J'
<br />5'-4'
<br />I,0.0
<br />-
<br />s'-t'
<br />IIQO
<br />-
<br />4'-to'
<br />I N9.8
<br />4'-8'
<br />MINIMUM SEPARATION TO CLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />Wee SPEED 4 170 m aH
<br />WIND SPEED > 170 ..Ph
<br />(IA)
<br />W4RESTRAMMD
<br />REMAINNED
<br />LMOMSTRANIEO
<br />RFSTWUNED
<br />30 OR LESS
<br />1'
<br />1'
<br />6-
<br />6 1/4'
<br />>33 70 90
<br />i'
<br />I.
<br />7 1/2•
<br />7 1/2•
<br />>90 TO t45
<br />I.
<br />1'
<br />7 7/2•
<br />7 1/2-
<br />unarm cu CAMPY 1 ru _HIE hill mo ♦ rwm 1 nnimTime CAMESITinN
<br />" ----
<br />•U•
<br />,s•x,.y
<br />e;4La-our
<br />TOP
<br />DIRECT
<br />T'
<br />SiJO
<br />Ir
<br />ANGLE
<br />Y• TRICK
<br />BOTTOM
<br />MOUNT
<br />HEADER
<br />HEADER
<br />ANGtE
<br />TRACK
<br />W/IOE
<br />Ce
<br />-
<br />DOW MOUNT
<br />f6'
<br />ST•
<br />32'
<br />3a'
<br />w
<br />SO•
<br />SO'
<br />4
<br />Ts'XT.S• STUD ANGLE
<br />A'
<br />ST"
<br />32'
<br />32'
<br />42•
<br />'.
<br />1.
<br />6
<br />'r TWLCK
<br />SS'
<br />32
<br />1.
<br />42'
<br />37'
<br />69'
<br />GO,
<br />T
<br />W SOE IY06URE5 lx ANGLE50-
<br />3Y
<br />3Y
<br />38'
<br />so"
<br />56'
<br />86'
<br />1
<br />60
<br />S6'
<br />S8'
<br />ANCHORS (SEE SCHEDULE ON 5' MAX _ -_. _ SHEETS 0. 1G A11)
<br />e 10
<br />i-T -I -- 'I --- I r-)-1---rl---r--r- .
<br />*1/4. 3/4. 4/5. 5/5 3 6/5
<br />IW/6, 2W/6. 3W/7 a 4w/7
<br />3' MAX
<br />O 0
<br />_1-T-r-1 -T-7-f -1- T , -__ .F I
<br />Of 1 I I 1 ; {. t' I
<br />[k �H , I� � , li W
<br />,
<br />_� L_1_ _ 1_ L )
<br />.T-- _ _)----- __
<br />r
<br />II
<br />I '
<br />j jIj
<br />I r
<br />I
<br />-- - - -
<br />UNBOITFD PANELS � ) 1 I ��. 1� BOLTED PANELS w/ 1 49-20x1'
<br />(SEE SECRIONS AS I I I I
<br />• i I i S.S. MS. 80LT w/ O EA OVERLAP',
<br />APPUCj" S I (SEE SEE910NS AS I
<br />1.. I I i I. , , 1 ) 1 1� I I -I I I I I I
<br />l i 1 I I ){ I I u
<br />1 i II,1
<br />1.
<br />fi i I , , I ; - - I �i ;
<br />- - o o' oD.M.-(�) - _ - 1 @.L' l ;i 1.0,, fI __ - oJ ]1 e - _,
<br />®°r® - -X -- -- 3' IAAX
<br />-`T MN. - 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 i" Met.
<br />TWIG, 2W/G. 3W/7 a 4W/7
<br />- .......__....._.ANCO1`S (SEE SCNEw ON 91EETS B, to All)- - _._
<br />REGULAR STORM PANEL C-1) ELEVATION
<br />In,. N.T.S. 1/4' Now
<br />T•- GAP
<br />M (WC OEtW -1 WHOLE WILLED I
<br />' SECTION A -A 'i
<br />N.T.S.
<br />D(7) L+: MINIMUM ALLOWABLE PANEL LENGTH FOR A DARN POOH ASD. DESIGN LOAD.
<br />L-: MINK ALLOWABLE PANEL LOOM FOR A OVEN NEGAIW AS.D. DESIST/ LOW.
<br />12) PROCEDURE TO DETERMINE MINIMUM Poe UE IVK
<br />OVEN A /OSITIVE A.S.D. DESIGN LOAD, DETERMINE VA M W PANEL U DWMI 'L+• FROM SCIEDIL.E.
<br />GASH A REGAtIYE ASD. "GIN LOAD. DiT1EPoOlE "MUM PANEL LOOM t= FROM SCHEDULE.
<br />FINK MAXMU4 AILOeABIE PANEL LENGTH IS EOAK TO M MINIM DEIHMWEO PALM LENGTH
<br />wwm t.• AND t-'.
<br />(3) SEE SCHDIAE BUD* FOR Met. PANEL LENGTH FOR POROSITY OWNiCATON.
<br />t N9fAUATO S INTO WOOD ARE UNITED TO . 95 0.0 MAX AS -IL DEEM PRESSURE RAIMG
<br />i
<br />. 44i67 '
<br />4.IDa TE1rNx, WC.
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />�r,','w..
<br />TIT:
<br />�'•.
<br />* £
<br />PROTECTION PRODUCTS.
<br />07 a�
<br />RATE or
<br />IL E C O ewG.
<br />p•.'
<br />I PFs .
<br />--'
<br />OR ID► �1( ,// 2v
<br />am So. nw
<br />Dole. IL'3T31314
<br />w" i ► lr .AAr uAooA R .
<br />20-175
<br />` %
<br />iVAA'.. ••,
<br />-DIM.,-,w. A". aMl.,-,W
<br />...a e,-W.I-.
<br />POME(W)=-7fr. I-""),e-fM
<br />DRewD we
<br />ml e. a .R
<br />M
<br />u-aofHe
<br />wK1a A /Wr J. Pt
<br />w
<br />N TTAE/wT[
<br />ae1 S O N
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />.. _ ._.. - _ .. -T -- --- -. ._.- -----
<br />I I SEPARATION
<br />HOOD ANCHORS I ; - _ _. TO WARS.
<br />' - :TEE SCHEDULE ON - I n IHl-2Rc1• (SEE S:PEDILF ( Tst•
<br />, SHEET 1 t) - -_ V e ,MAD 80.7E I ON SWEET I e0.Ts
<br />-- I • e • V4' oc L- - - _ L
<br />um- cap T•a 1
<br />1 1 _
<br />,D {�j I -.. _.__._1 ExIS71My-I -- - __-..--.- I PANEL LENGTH
<br />W M
<br />L
<br />O D '. / - WOOD ANCHORS ' _ _ - 1 �S 1 I (SEE SCHEDULE
<br />., .: I.; 1W1. (SEEe 11 01 I==-:.__-,-.--yj'_:_ - -___ ;_. SON SHEET ,le
<br />itSCt)fOULE ON
<br />I �(��
<br />�� SPACER 1
<br />LENGTH �
<br />MINK.
<br />` I � ___. 1 WOOD HEADER -•• ; E I'
<br />2' 0 --' a ' ;
<br />2• :
<br />11, I REQUIRED I
<br />Mm. I . - , im i.I 4 - - C
<br />. I I
<br />ED
<br />. - - , 1• MAX. LONG ALUMINUM SPACERS S CERS 0 12 1/2-
<br />I - ®O.C.
<br />(SEE TAM /1 ON SHEET 11)
<br />y{
<br />1 M6h- 1 1 I " .1 SEE NOTE BELOW FOR LIMITATIONS FOR
<br />-
<br />1 SEPARATION i lJ 1• yA„- 1 ; t' MAX. : , //2' LONG SLEEVES.
<br />{__ TO CLASS, I PANEL LENGTH t I PANEL LENGTH i
<br />1 (SEE SCHEDULE I (SEE SCHEDULE I I (SEE SCHEWtF -
<br />•
<br />I ON SMELT 3) I ON 9EET 3) e.- �.- I oN SHEET 3) ; - PANEL 141E FEMALE O OR PANEL MATE
<br />/.Pa,oR,.��(B I •' PLUS (SEE SCNEDLAL ON SHEET It)
<br />I YIN I a u aa,1A" 1 Wn. I i I I t]
<br />1 SEPARATION
<br />^ i MOHioH�ea -e•Y ----1
<br />RATE WOOD
<br />I
<br />LEXISTING
<br />GLASNG� SEEE, REOT11RE0--
<br />i
<br />I ON SHEET 3) ; DIRECT MOUNT W/ SPACER Co
<br />i..__
<br />• _ -
<br />F r ALTERNATIVE 2W'
<br />318.1,
<br />i I U 12 SEE TABLE /i ON SPEEF 11 FOR MAX. PANEL LENGTHS et
<br />1 . ,2 1/2" D.E.
<br />I I or*0i MAX. A .0 DESIGN LOADS FOR THIS INSTALLATION.
<br />"
<br />0 MAX .L •.� ;
<br />I
<br />L
<br />'. -.--
<br />-.}
<br />EO -' ..- Lk�!V_
<br />i-_l_--_
<br />MKT _ WOOD AN04ORS ** um
<br />1 STAGGERED W/ STteEO -_____.
<br />(SEE SCIEDILE ON LAIOR Y Yh� BL 1 1/2• LGID r.-L��7
<br />I SITTER 11) (1) MPLLAON 6 IWO A A UK STORY MUM= WI 1S-W
<br />2•x4' WOOD \) *am :;; : MM IRAN raw "Doff (GAR 6 A INN"M mM rMw All'
<br />- , OAOWO HU" CLMFOMY oamm OI LIFT It).
<br />PLATE REanREb : ANCHORS
<br />_ 4-! ... -. STAGWOO
<br />I• WL WAITRON m BL.m 2AOIGAD : � 2•.4• woo0 I
<br />• STAGGERED W/ STI10 ON 9rIRi a MAY eE REDC m 1/4• A6 - •' ELATE REOURED W ANGIOAB oeew 1vw H}DINPOIEw WA D'4Ie4 IWE rFMYE 0 oR ,
<br />...-
<br />. (SEE SCHEDULE GN LOW AS ANC FOLL0MW6 mwIT10Ns ARE --- . - IMIp LM1E WLUS) LINT r 7RIC® Ir,Meltl,l A 6 //a• aC
<br />SHEET 11) COM LAW Oft I (DO 8 A WAOM 0M FROM 12 11r QC, MwCNO ALOI G ON
<br />(')
<br />FAIMBLIWW IhA�I.+ I (3) MAIL 36 OAR PA16 LOOM 5 LOOM 10 ISM A ANY (WOOD
<br />_. - -_ -
<br />f2I IeeWAAI LDIM wa 1EAGRI 6 ME 6 A MVMC" M FROM LA OM FAIR LDO W AID O N
<br />SCRNAL SHUT 11).
<br />. 7X•ALTERNATIVE
<br />ZN (4) 11/2' UDC 9IM= COMPONENT /M, WALL RE M IM MO ON
<br />WALL MOUNTING (3) wON1 PANEL OWAAATOA 6 ONLY
<br />ALTERNATIVE 1 W INIG AN CUP= Mom FRAME WALL SCALE 3/8-t• LUT t M16wDAnDI or 1 a LID S/WCDR &A Iw ONLY
<br />tM/O FOR NATO 2OIS 1. 7 AID 3 AllOUOWCI N A8TH
<br />SCALE 3/8-1- (A) e6MWT10M Aluo DOLT FOR WNO EEjW1� AM THE ton (7A E "00 O' THE ROIL
<br />ZOSS I. I A 3 ICI AGAIN [
<br />1 wa DeLR A. - ----
<br />FLOIN BUILDING CODE Non fB h Velocity Nor cone Zone
<br />NOTE FOR COMBIMTTON OF SECTION , 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. " 09= tnl¢G NC. FJ.
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS a N0, III, °,*; 24 QAGE GALVANIZED STEEL $DORY PANEL CWNU of
<br />x*:
<br />TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR % q, STATE O = GLABAL PROTECTIai PRODUCTS, LAC. M/r/nn
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) - .. IL E C O INc• 0";
<br />INSTALLATION, S 0,4. �ORID COHO 4em ". 5, NTIRT
<br />2. FOR MEW WOOD FRAME CONSTRUCTION: WOOD U'7.o A. MAN a r. a MAN. r 9 n M,. • ti M.
<br />••'•••••••' a- LWR-m"--Y1F r...w8n-,aH P,t4t: <w)ew-TMn TAK:(9e4)FIe-G67 20-175
<br />,S
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC / N .w.r oRrlwo 1r
<br />T1e T1. Te.rAr t
<br />DENSITY OF 0.55 OR EOUAL. NNNA TLIRFJMiE
<br />°°(f7,,6o, -,H,. Lm
<br />WATpG PF. rNm e M IR
<br />1 '11
<br />nwn� - Swli7'f A 9_2 sewn f10161 9wMBWY; (C) EQ_.Exwm WOOD .uIN SPEC87C ORAvIn_ c Dss uw.!.
<br />1. STORM PANEL SOWN ON TWS PRODUCT EVALUARON OOCI)MENT (PEO.) HLS BEEN VE111FlED FOH COMPLIANCE N ACCORDANCE - 1/4•e TAPWN ANCHORS, AS MANUFACTURED BY I.EW. BUILDEA, INC
<br />WIN THE 2020 (7tn EDITION) Or THE FLORIDA BUILDING COVE " STORM PANEL SHALL NOT BE INSTALLED AT NIGH - 114-10 RAAELy,UE FEAWF ID ANO PANELMAtE PLUS ANNCHORS, AS MANUFACTURID BT RCO C0N51RULTON PIIOOVCIS.
<br />VEI.00ITa HIARRIGV/E ZONES (ANSI -DADS / BRO*NO COUNFEs) - ,/4Y LAG SCREWS PER N.D.s.
<br />OF
<br />P i A C WN DESIGN MIND LADS SIAU. RE DETERMINED
<br />PER ABOVE MENTIONED CODE O) BASIC G - 7/16'e . S/e• WOOD BUSNOIC. AS DISTRIBUTED BY ALL POINT SCREIV, BOLT dt SPECIALTY C.O.
<br />P EL BE
<br />5 P wLE BE IN F 4 f SPEED A5 REQUIRED BY THE JNRLWOf10N WHERE NORM /MIEN STALLED, AND OR DIRECTOhAItt ACTOR
<br />H STORM
<br />KO-0.63 USING ASCE 7-16 AND SMALL NO EXCEED tKE MAXIMUM SD. DESIGN PRESSURE RATINGS INDICATED ON SHEETS i T 1 I • F P (A ) C )
<br />ANION 8410 MA70D Of APCON ANCHORS SMALL BE /T AND 2 OR ELCO A1EU47E PLUS
<br />3, 9 12 k ALE 10
<br />/Q AND PANOMKL FEMALE O
<br />ANDALLIM UAALE FEMALE
<br />R ORDER ro VCmRr THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS OE7EAawFD PER ASCE 7-/8 SHALL RE FIRST
<br />DER "
<br />REDUCED TO AS.D. DES" PRESSURE PAYING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE III MA( (A5Aj C2) MINIMUMTHREADED PENIETRATKMREW H OF LAC SC, INTO THE WOOD FAMINE UNIT SNKL BE 1 1/2- NO THREADED
<br />DESIGN PRESSURE RATINOS NOICt1ED ON SHEETS 3. 9 TMRU 12 A 17. to PENETRATION INTO STUCCO SHw1 CONSIDERED AS PART a 11IE REDULRED THREADED PfNETRA110N.
<br />N ORDER TO VERIFY THAT ANCHORS ON iMM P.ED. AS TESTED WERE NOT OVER SIRCSSEO, A 33X INCREASE IN ALLOWABLE
<br />T I :�3 MINIMUM CODE DISTANCE Of LAG SCREWS INTO WOOD SHALL BE IN THIS
<br />STRESS FOR Mho LOWS NlfiE USED N THEIR ANALYSIS. FASTENERS SPACING 0 W000 HAS BEEN DETERM6iF,D W C ) E AS NWCATED ORAWRTG
<br />201
<br />ACCORDANCE WIN N.O.S. 2016.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOW PUSHING SHALL Be 5/8' 1/4- 0-20 SCREWS USED S!ALL BE 1 1/2- LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #00,401-01 AND /0219D2-09, AS SHOULD STUCCO EXIST, AND t' MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSTD 12-99 A ASTIR E 330-02 STANDARDS. AND AMERICAN TESTING LAO SOUTH FLDRIOA REPORT 4112301-ID AS PER C.5) W CAA' THAT PRECAST STONE. OR PRECAST C011CAETE PNNE1.5, STUCCO OR T/000 BOARDS RE FOUND ON THE EXISnNG
<br />t- T T- T R CALCULATIONS PERFORMS M E W SECTION tso4 Of THE AS TO AND AS
<br />PROTOCOLS. AND AS PER CKCi1LA 0 ACCORAA/C /
<br />WALL ANCHORS SHALL BE LONG ENOUGH TO NEWT THE MAIN STRUCTURE SD O40 SUCH PANELS
<br />ODE
<br />FLORIDA BUILDING CODE.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C2) t C_4)
<br />2 ALL ALUMINUM fXDRV5IONS TO BE SOU -TO ALLOY AND TEMPER (UNLESS OTNERWISF. NOtED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AMID SPECIFICATIONS 0 THE ANCHOR'S MANUFACTURER
<br />3. ALL ALUMINUM SHEET METAL USED Ai CLOSURES SHALL HAVE 3105-H14 ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION i THROUGH, 6 (SHEETS 4
<br />I ALL STEEL SHEET METAL PANELS SHki HAVE STRUCTURAL OUANTF STEEL ASTIA A-633 GRADE 60 MINIMUM, G-00 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS A(D SMALL NOT BE USED.
<br />STEEL DESIGNATION W/FY. 922 AW (AFTER ROLLED). 9. IT SHAL 9E TEE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE VIITTER IS TO BE
<br />5 ALE SCREWS TO BE STA04ISS STEEL 304 OR 316 AS, SERIES OR CORROSION RESSTANT COATED CARBON STEEL AS PER ON :;!Di4 O TO INSURE PROPER ANCHORAGE THIS STHUTITR SHALL. ONLY RE ATTACHED TO CONCRETE. BLOCK OR W000 FRAME
<br />U6DNGS.
<br />5m16 W/ 50 WT HEl1U STRENGTH AND Po Aei TEN SU.E sTRENGTN AfBT SiNAL7 COMPLY */ FLORIDA BUILDING CODE SECTION
<br />24113.].4. 10 EACH REGULAR STORM PANEL Wml LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. S. 6 AND ALTERNATIVES ITT. 3W t 4N ON
<br />SHEETS A. S, 6 AT 7 RESPECTIVELY; SHALL PAVE A LEGIBLE AO READILY VISIBLE NARKING INSTRUCTING OWNER OR TENANT TO
<br />6 BOLTS 10 BE ASTM A-407 GALVANIZED STEEL OR AISI 304 SERIES STAMLM STEEL WPM 3B AM MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURHG PERIODIS OF HURRKANE WARNING
<br />7 ANCHORS 10 WALL SWILL BE AS FOLLOWS: I1_ THE INSTALLATION CDNTRALTCR IS TO SEAL/CAQLX ALL SHUTTER COMPONENT EOCFS WHC4 RERAN IN CONTINUOUS CONTACT WnN
<br />THE BUILDING TO PREVENT *AND/RAIN w7RUS IN
<br />(A) ID Ex6TM/G P [IYNCRFTr
<br />- 1/4'0 TALON ANCHOR$ AS MANUFACfURW BY I.T.W. MADLY, MNC (Min. fc-J192 P.,..,) 12STORM PANEL INSTALLATION SHALL COMPLY YIHI SPECS NOCUTD W THIS DRAWN"PLUS ANY BULLING AND ZONING RfCUtAT,ON3
<br />- 1/4" W . 7/0' CALK -IN ANCHORS, AS MANUFACIUN$D 81 DEWA.I WC PROVIDED BY THE JURADICTION WHERE PERMIT IS APPLIED TO
<br />(/4 W1 F.:3/4" fro -SET HORS, AS DISTIMBUI D BY AI P09M SCREW, BOLT A SPECIALTY CO ,3. (r) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED or THIS ENGINCr-R IS GENERIC AND DOES NOT PROVIDE WORMAtION
<br />p'a.t)
<br />11,41
<br />FOR A SITE SPECIFIC PROJECT: ,.w WHERE THE SITE CONDITIONS DEVIATE FROM THE PED
<br />- �'1.-10 PANEUNTE FEMALE O A PANEUAft PLUS ANCHORS. AS MANUFACTURED 8Y ELCO CONSTRUCTION PRODUCTS.
<br />1�
<br />- 1/4'e ZAMAC N41LM ANCHORS, AS MANUFACTURED BY OEWALT, ,MC. (I) CONTRACTOR TO BE RESP04SOLE FOR THE SELECTION. PURCHASE AND INSTALATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A I) MINIMUM EMBELXWEM OF TAPCON ANCHORS INTO POURED CONCRETE SLAKE NE 1 3/4-. Y FOR ELCO PARELMATE AND BASED ON THIS PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDIIONS DETAILED ON n1H5 DOCUMENT
<br />CONSTRUCTIONSAFETY AT SITE tS THE CONTRACTOR'S RESPONSIBWTV
<br />J/4. FOR ZAMAC NNUN 44CHORS.
<br />(<) THIS PREVALUATIONCEVALUATIONDOCUMENT WILL BE COWNSXN"REO INVALID If MODIFIED
<br />A2) CALK -IN A SOUR -SET ANCHORS SHALL RE EMBEDDED 7/9-INTO THE POURED CONCRETE. NO EMBEOMENT INTO
<br />STUCCO SWILL BE PERMITTED. 1/4• a-20 SCREWS USED SHALL BE 1 1/2- LONG MMMUM 94WW STUCCO EXNSI, (4) STE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGt6TLRID ENGINEER OR ARCH6TEC! WHICH WALL BECOME THE
<br />Ir
<br />AND T' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO *41 BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE P E.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />RED ENGINEER, SHAH SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND DIN THE
<br />EXISTING WALL OR FLOOR, AIKHORS SIW1. BE LONG DOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS IT) 714I5 PLO, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SGNATURE OF THE PROFB90NAL
<br />ANCHORAGE SALL BE AS MENTIONED IN A I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />(B) TO EXLSrOHG CONCRETE BLOOD WALL ASn C-SIG I4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' a TAPCON ANCHORS AS MANUFACTURED BY I T w. BVELN x, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,2 Of FLORIDA BUILDING C� ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY NRTFN SECTION 1709-9.3 OF THE
<br />- 1/4' e . 7/8• CELL -IN ANCHORS, AS MANUFACTURED BY OEWALI. INC FLORIDA BUILDING CODE.
<br />1/e 0 A 3/4- SOLD ANCHORS AS DISTRIBUTED BY AL PINT SUADV. B0E1 A SPECIALTY CO
<br />- I14- 10 PAKLYATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRO NII#t
<br />- 1/4• A ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC ��I'FR A..T%MINT
<br />B.1) MINIMUM EMBEDMENT OF TAPcan ANCHORS. FN.CO PANELNATES AND ZAAIAC N4M.M1 ANCHOR, Mro THE
<br />':'"_ VCENS''4./
<br />FLORIDA BUILDING CODE Non M h Veloe NlxHcone Zone)
<br />BLOCK UNIT SMALL RE 1 1/4• a
<br />9.2) CALK-N A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/9- INTO THE CONCRETE BLOCK UNIT. NO �,%,44 7 ., ei°!0 n"Dw. we 24 GAGE GALVANIZED STEEL STORM PANEL oRo 'M.
<br />�
<br />STUCCO SHALL BE PCIWITE0. 1/4' e-20 SCREWS USED SHALL BE 1 1/2• LONG MNNINUM SHOULD Exist. *
<br />_w MINal
<br />�hDAIL
<br />/j-�'�rc
<br />AND ,• MINIMUM FOR WALLS WITH NO STUCCO, y-qq STATE - - / 1` L LOBAL PROTECrTION PRODUCTS. LW.
<br />r
<br />8.3) IN CASE THAT FRECA91 STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE 'CORN ^�� � aYw wwr"Mw
<br />EXISTING wAu. ANCHORS SNAIL. RE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH P S 'v>, ".. a6t. ,m ae v,_"H ,eOlr VaH11IWAL e. .dAe1(p.TIIN-eleD 20-175
<br />ANCHORAGE SMALL BE AS MENTIONED W B.1) AND N B.2) S/ONA�, p��" y Nr� r r OIOItl16
<br />L P.E YA/9PAnYP[fOME
<br />AIAfNBn, tF4TCa A 1ALP M- R, FIT I w t6
<br />INSTALLATION
<br />INTO POURED
<br />P'oLURW CONCRETE
<br />_VN�•TCOIR;RETE BLOCK
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />POURED CONNCRETE
<br />'� CONCRETE BLOCx
<br />STRUCTURES
<br />:. REWrHEO
<br />CONCRETE ANCHORS
<br />.. REQUIRED.
<br />CONCRETE ANCHORS
<br />(SEE SCIEDAF ON..._ r,'
<br />SHEER 9 THROUGH to. -7 7 1
<br />(SEE SCHEDULE ON /J /�
<br />SHEETS 9 TNNOUFAi TO) ._. (7)
<br />EXISTING POURED
<br />CONCRETE OR
<br />�:J
<br />I , .. 1C/
<br />CONCRETE ROCK -.
<br />3 1/4i26.H•
<br />O
<br />_L
<br />I—
<br />Y
<br />REQUIRED,
<br />_- IRUW W0.Ts
<br />-_.. _ - -_. .. _
<br />�A1R._ .. _ _ _
<br />I
<br />__ CONCRETE ETE HONORS ,E .
<br />- % 1
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<br />iI.%; I
<br />(SEE SCHEDULE (71l
<br />,
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<br />-.� ro GU155. � 00 T4f)
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<br />1
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<br />;.. _ - 1
<br />(SEE SCHEDULE
<br />GN SHEET J) 1 N
<br />Y , ;.
<br />t1AA5$--'; ON SHEET 3) PANE'l tENGM
<br />, I (SEE SCHEDULE
<br />pp
<br />I ;
<br />NAn/ SEPARATION
<br />"L• Ma.. 1
<br />t' MAR.
<br />CON(SCECRETE ANCHORS 1.- �. { -_ - ON SHEET ])
<br />11 .. :.-._ _ ;
<br />gC EDLLE 1 LENGTH �0 FYA55.
<br />'1 (SEE 9CIEDI3)
<br />LENGTH
<br />1
<br />I (BEE L9000LE
<br />SCHEDULE ON
<br />9NEiIS 11NIOUGN H 1
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<br />ON SNEER ]) ;... _:,-
<br />._... _f_ _.. ON SHEET 3)
<br />1
<br />;/.. ; OF t•
<br />I
<br />:
<br />E709TPi§.ti
<br />1
<br />I
<br />MAX.
<br />i
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<br />1
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<br />;,
<br />� , 1 '• , •VI' ILO .IIADI Ie7W
<br />CCAOFK�I r %` 1 • 12 1/2' OG
<br />CONCRETE BLOCK I
<br />'. IL_
<br />I
<br />CONCRETE ANCHORS;..Y�
<br />j(AS
<br />J
<br />fLwm tDt BCwW Oe
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<br />i; -.._ ! _-
<br />/.1'',
<br />SCHEDULE -. __
<br />i (SEE DN t
<br />_- 9EEIs 9 tNROION ,o)
<br />W/ ONLY MKN SOLO,:.
<br />_._._. .._. .
<br />. __JY-7ERNAn
<br />a LOCATION
<br />-
<br />SET ! C/1lR-R HORS
<br />:¢s..
<br />��
<br />.:v I \)
<br />ESA w/ w1EN -
<br />EXISTING POURED CONCRETE
<br />OR BLOL%
<br />ALTERNATE CONCRETE_ - �
<br />CONCRETE ANCHORS
<br />ARE USED
<br />REOUNEO.
<br />REQUIRED.
<br />ANCHORS CdICREIC BLOCK REQUIRED
<br />=
<br />STAGGERED w/ STUD
<br />(SEE SCHEDULE ON
<br />STINTS 9 THROUGH 10)
<br />(SEE SO4MLE ON
<br />SHEETS 9 THROUGH 10)
<br />ANTE 7/8-t
<br />LL
<br />W.qt 3/6-1•
<br />CT MOUNT
<br />SCALE 3/B-I"
<br />IT,w,�
<br />LAao`A/14p
<br />CENS
<br />FLORIDA BUILDING
<br />CODE (Non High Velocity Nulriaone
<br />Zone)
<br />Nr ..
<br />•
<br />E.D. .EDGE DISTANCE NOTE FOR COYBINAT70N OF SECTIONS'
<br />(SEE SCHEDUL€ ON TOP & BOTTOM MOUNTINGS CAN BE
<br />I 0. 4416E
<br />3 * . •*E
<br />=9p :• f �-
<br />�q STATE OF'Avl:��
<br />s • ( IRMI`,.
<br />AeD10 a100D' "F 24 GAGE GALVANIZED STEEL STORY PANEL
<br />iL E C O Uwe GLOBAL PROTECTION PRODUCTS, LAC.
<br />• .TUG I.W. 511T6ET
<br />r..
<br />DO?A w:
<br />°' "IIt
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />�'
<br />9 v
<br />u. Nw R. r WIM s I, MHr
<br />.Hr ; comp- IW :HMI AM-qM "Cie.
<br />DNw• FL SSt14
<br />essay ws-75M• FAt, (BN)•w-sw
<br />20-175
<br />-
<br />r•
<br />IIANIN
<br />mm A Ton X., I.E
<br />Y _
<br />__ ..."I
<br />INSTALLATION DETAILS FOR REGULAR PANEL (D INTO WOOD
<br />ALTERNATE LEG
<br />4'xe' (No.) ESBST98D WOOQ - _ '•_.. - ALTERNATE
<br />PC
<br />BEAM REOINRED. STRUCTl1
<br />ADEQUACY OF EXISTING WOOD
<br />x' ! t•�
<br />REGISTERED ENGINEER OR BEAM TO BE CERTIFIED BY � �'~ E9 I
<br />/ .(E (li
<br />ANNC4RIECT PRIOR TO SHUTTER -! s.
<br />IN6TALLATIDN. WOOD ANCHORS ALTERNATE WOOD ANCHORS I -, t• W. -. ��
<br />v(SEE ON •VI' IID1 "IT
<br />SCHEDULE ON (SEE SCHEOLRE s . O
<br />- AHF IIADtt /Ot OR
<br />i i >oEw
<br />-EA--:-E:O-,
<br />,' ' . )
<br />ax
<br />-
<br />N REOUARfa '. - ;- - 1 4I,-> � e0.n
<br />- 2 I � - W e e 1/4' OL
<br />a 1
<br />I
<br />WA55--I
<br />HOOD ANCHORS HORS
<br />) I
<br />t I (SAE SCHEDULE ON - 'YM. 1
<br />SEPARATION TO 1 0 SHEET 11)
<br />--1 GIASS.(SEr I 1
<br />1 SCHEDULE I 1/.•A-aenr
<br />1 ON SHEET 3) 1 e0.tt W I MINI. 9EPARATON TO GLASS. ;
<br />."
<br />I- i - -..- ± -,. pe[ nw M r (SEE SC EDAL ON SHEET 3) R la/a• eDi1t'. -L
<br />I1
<br />� PANEL LENGTH
<br />..
<br />1 � "L• MAX I _ -_-_-A,- .- I w Ea Rau (SEE SCHEDULE
<br />(SEE SCHWULE iSil 1 1 LOCH 90 r-n ON SHEET 3)
<br />I_>-- .�.. i_.Re" ON SHEET 3) -�E
<br />0 I
<br />r.-..
<br />.
<br />STIR I 1 i o n
<br />J MAX.
<br />I I OF t" (-} 1 I
<br />j� 1
<br />L __N
<br />1 �:.i U L S. I
<br />O 12 1/2' O.C. N ..
<br />` ;
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<br />.1.
<br />-
<br />NO FUNtSmi I �1 ,/4Y TUN,( e0.Ta
<br />ALLOWED GGVV "... �r 'w6,/P O.C.
<br />---_.____.... - ,,i
<br />-- ".;
<br />_ . __ _ _ 2'X6- WOOD 2'.4' WOOD PLATE
<br />__ -_ DECK REOLORED - 1 W000 ANCHORS
<br />__
<br />REOUNED
<br />WOOD ANCHORS - (SEE SCHEDULE ON
<br />j___
<br />(SEE CHEDULE ON - /4 SEER 11)
<br />11 --_ --
<br />`.--"- 2, MRn...`- -- - - -- ---` - -
<br />�fjI1NG AN[I FLAiR MOUNTING RUILp-(?UT MOUNTING
<br />ALA ALTERNATIVE 4W
<br />SOME 3/9-1• HINNNSALE 3/8-1•
<br />tllA>
<br />�
<br />.l
<br />•
<br />NOTE FOR COMBRLIATKRN Or SECTION : l�S: s T NO. 4416E
<br />x * . FLORIDA BUILDING CODE (Non h VelocityHuMeene Zone
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />"mTM� � 24 GALVANIZED STEEL STORM PANEL a,y1'o,
<br />TOP a BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.iLQ AND PANEL LENGTHS s( SIATEOF
<br />•;� fE
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 9•.• i.
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1c$p"T,. lei C : nT"m
<br />MEMBERS TO BE SOUTHERN PILE No 2, W/ SPECIFIC 'IA,F - "� IL E C O Iwc. �• PROTECTION PRODUCTS. LTC. DAIS
<br />S.W.
<br />DENSITY OF 0.55 OR EOUAL. ti ORAL E _H , n3]r 6 An .eoo s.W. et snm
<br />NAIINIIIIAN,IN/ `" _ _ DoNt. R 3p1•
<br />T 2� A.w Norrl-R mr 20-175
<br />/ Hr-.:lllf� M-Hr�i N,-- "'Dw. 4)Mee-7*W FAIL (6M)W W-eW
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