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<br />(_
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<br />460.a -7ss
<br />79' OR LASS
<br />1
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<br />/
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<br />V ,'W
<br />2'W # 3"N6'.`
<br />+00.0, -75,5
<br />70' OR LASS
<br />2 7/8•
<br />13OLIM .
<br />C & 4'W
<br />- MFASIatEO/4z aDRDM OF55. NC r1MflAJT AT 1MRM & 4O7F of PANEL. LENGTH
<br />PANEL
<br />N ! r ' ,r,. ;i' ;± tl N •LA.-,R. 71A, 1ta 1: ,.L .ir
<br />migix N . :•lim N
<br />'i ) 21 =f Y PI h „G ,.-� T 'II; .ht 1. A
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<br />PA 40-VATE FEMME W
<br />PAN'EtM41E PLUSSEC"M
<br />CatNaiElE
<br />9D CONCRETE
<br />CONCRETE
<br />10 CANCPDE
<br />10 CONCRETE
<br />..
<br />12'
<br />N/A
<br />12,
<br />N/A
<br />12'
<br />N/A,
<br />12"
<br />N/A
<br />V &.2' {TOP)
<br />III
<br />3-#
<br />10*
<br />3-
<br />5"
<br />4'
<br />a•
<br />4'
<br />1' 90'FTOM)4 -
<br />12'
<br />3•
<br />12'
<br />r
<br />a"
<br />6'
<br />8'
<br />6`
<br />I' 80T10N)
<br />55.0. _7;,s
<br />N/A
<br />N/A
<br />'..N/A
<br />N/A
<br />R/A
<br />N/A
<br />_..__.__._-
<br />12 i/2- ....
<br />�
<br />i1"
<br />2' (BOTTOM) ..
<br />7T1' OR LASS
<br />f. r
<br />_
<br />N/A
<br />6 1/2'
<br />N/A-
<br />4 1j2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />iZ•
<br />N/A
<br />12'
<br />N/A
<br />9 T/2"
<br />N/A I
<br />9 1/2•
<br />N/A
<br />S (BOTTOM)
<br />12"
<br />N/A
<br />42" _
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />a"
<br />12•
<br />a 1/2•
<br />12"
<br />11"
<br />12"
<br />11•
<br />4` (BOTTOM)...
<br />r r A LN91ED TO 6&O ... S,li DESIGN ✓'» RATING:
<br />P
<br />♦ 25 FOR TYPE & SPACING MR ENT SE OEE7 ANCHORS A4IJOKINS $TAD WODG
<br />FRAME .
<br />WWI* ANCHOR,11 LESS AND MINIMUM p14LWCf ARE ON MB t� INDICATES
<br />BYfAX7,E. FOR SPA LESS RAN WmIG7Eo ON - REDUCE CIORS,FOR Eit+D1AE a*a2roR
<br />'BY WATIRITNG 10 BE LIMA GN S' TFE F 9U E1%AE,' DLLDw9NG G FACTO FOR
<br />7t5s 9PERAt10N TO � 1TWIXHID SPFGM7 O9AAm 115yr1 FACTOR PI7li80E, SMALA
<br />IVGF lff Rt$6 THAN WNOAA SPACING INDICATED FOR TYPE AT
<br />EACH +1NLi14R
<br />AHCNGIO LEGEND-
<br />1101 1OR m
<br />: 1/4•a
<br />I/#-.
<br />1/4'•
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<br />COMPONENTS FOR REGULAR, UEE
<br />SAFE[ & E-Z HANG STORM PANE,
<br />MUMS
<br />(SCALE 1/2-17)
<br />15,I25' tICIAL W .,_ -
<br />...,.-, _.__-__-.
<br />---12,500` (EFEEGIME WIDTH) _ _..._ ......._
<br />,> ._. 2-16771
<br />i 25tl , - :193`
<br />1
<br />X/4`a-2Lha/+"
<br />750 -- SS STAR RMETED
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<br />40.05•
<br />A?4 aN2•
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<br />I `. '7-I 31 -H,54 ALUM, A.LOYi.
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<br />2.124'-..730• --
<br />111
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<br />•�1 125' ONLY VALID FOR INSTALLATIONS MID
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<br />PfiE5 DES RIDeNG
<br />(p.m) (4 Pr-)
<br />CONCRETE & WOW
<br />INSTALLATIONS t
<br />44
<br />Z_
<br />..
<br />2RD
<br />7'
<br />N2 •-aI,
<br />-1-1.
<br />Jac
<br />if-9"
<br />?a'-V'
<br />-w
<br />lD-fv'
<br />To' '
<br />-D
<br />4av
<br />f0`-1'
<br />9'-4'
<br />4Sa
<br />$ -6"
<br />a-9'
<br />Sao
<br />s-x
<br />Y-Y•
<br />0
<br />r-4•
<br />70,0
<br />7'-a'
<br />- 7-0' ,.
<br />BRO
<br />7` 2"
<br />s-7-
<br />8&O
<br />71-e
<br />6-6" .
<br />ALIT
<br />a'-O'
<br />8`•-71"
<br />10M.0
<br />a'
<br />awry".
<br />t�Q
<br />6-31
<br />�5-$'
<br />f:Ro
<br />-
<br />5-7'
<br />a RAa
<br />si $e
<br />rT Ea
<br />-
<br />a -a'
<br />141LTH TRACKS P35..f4a. 43 & a4)QR D.M.,0.(,b
<br />DI=1 MQMNTED AI EA4tLSNDMA
<br />MAXIMUM PANEL LENGTH /� �';
<br />N @.0 or AL,
<br />*L+' OR AL_I (ft,) 0
<br />MAXIMUM, A&O.
<br />PRESSURE PAYING
<br />(P.a,L) (+ w -)
<br />CONCRETE & WOOD
<br />WL5114L VIONS I ♦
<br />-
<br />L,F
<br />I I -
<br />2R
<br />$
<br />2&P
<br />X2"
<br />-11'7- .
<br />3R17
<br />NT' _a
<br />f0-7•
<br />3'a a
<br />10=20
<br />$'-$-
<br />40,40
<br />9 -6'
<br />9'-I-
<br />4'a
<br />01-S1
<br />817`
<br />SS.e
<br />IF
<br />7 9-
<br />NIDa
<br />r-C
<br />7 S•.
<br />ma
<br />r-8
<br />r 2-
<br />70.0
<br />7':3
<br />1-€1"
<br />7&O
<br />71-0*
<br />61-e
<br />sa0
<br />71-0'
<br />no
<br />760•
<br />61-31
<br />9D.o
<br />!°-a'
<br />W-F
<br />&sa
<br />6-r
<br />El-f0•
<br />load
<br />6'-3•
<br />E•-7` .
<br />IRSD
<br />8-3'
<br />11'-4-
<br />4-MD"
<br />n6,s..
<br />4'-e
<br />MINIMUM SEPARATION TO 41AW SCHEDULE
<br />MA NXUUMPANELL�H
<br />WIND SPEED G 170 "M
<br />WAD ISEED 0 > 170 mp'.
<br />0A)
<br />UNFICIETAININED
<br />RFSTRANIIEA
<br />lIlRESRW2NED
<br />RE$TRNFIp1N
<br />30 OR LESS
<br />1�
<br />j
<br />7'
<br />fi-
<br />6 1/ar
<br />>33 HI 90
<br />I' -
<br />1 T-
<br />7 T/2-
<br />7 1/2'
<br />>90 TO 145
<br />I. _.
<br />,i"
<br />7 T/2".
<br />T I/2"
<br />>t4S lD i
<br />,
<br />i•.
<br />,
<br />1 1/2<....
<br />aa.1-1 1A 1 - . _V .. kmit►rflLin HN'1►H1MAAL
<br />TOP
<br />BDiTDA!
<br />MWlrT
<br />HEADIER
<br />(
<br />HEADER
<br />1'STUD i
<br />�€
<br />TRACK
<br />"
<br />D
<br />G=
<br />-
<br />DIRECT MOUNT
<br />46•
<br />32'
<br />32•
<br />38"
<br />8S•
<br />1"
<br />56,
<br />$
<br />i.s" ,6" $TUG ANGLE
<br />a5'
<br />1.
<br />32"
<br />32'
<br />42'
<br />1.
<br />38". .
<br />S
<br />'"r TRACK
<br />35`
<br />_ 32,
<br />32*
<br />42`
<br />07•
<br />so.
<br />w
<br />t
<br />W. LINE. ttiAtK
<br />SD'
<br />1.
<br />1.
<br />fir;
<br />W"
<br />56'
<br />w
<br />Sr
<br />32
<br />i`
<br />35*
<br />ANCHORS (SEE SCHEDULE. ON
<br />SHEDS 10 *11)
<br />r--rrT-,
<br />3/4 4^ 5/5 & 6/5
<br />12W/5. 3W/7 dE 4W/7
<br />-r -I - 7-1- -r T
<br />I ..__
<br />_. .
<br />{'
<br />I
<br />t.
<br />- PANELS W 1 4i-20A.
<br />- I L I L I -
<br />TEA PAW
<br />BULLED /
<br />iOL EMS
<br />t' 1 {
<br />(SEE SECnON5 AS - t S.S.NS, E#NS W/ O EA OVERLAP
<br />c
<br />AS S$ 5ECT10Nv
<br />(jj APTNJCABLE)
<br />i � I !(
<br />)
<br />6 . q 4 f
<br />�_ �.
<br />I
<br />1 j� i- - w
<br />f j
<br />11-
<br />j
<br />H i jrr
<br />I I tt
<br />i
<br />i i
<br />! IJ
<br />I 1 I
<br />I. ' I i I
<br />D.M.. 4- - -
<br />{{((
<br />Of `w.v,•3 MANS -"i` �_. „•I.a` -
<br />M N j 2/4 1 /4, 3/4, 4/5, 5/5 A B/5 1 MPL
<br />yW/O. 2w/6, 3W/7 & 4W/7
<br />1__ •-MCHORS (SEE SCHED" INN SHEETS O, l0&11}-__..-,.,--__..,_._,.,...-'.
<br />REGULR 5199 # PANEL m ELEVATION
<br />2987' N.T.S, 1/4• L GAP
<br />(MIL 0~-1: WINE VKLE'Y) tI
<br />.A r T a
<br />mom�,
<br />:._, f NtS. ,.
<br />ND -.
<br />Q(t) LN, MA%AUJ AI; M.E PoWEL LE91Pai" FORA WAN @OSTNE ASA OMAN WAD..
<br />L .MAX ALLD PAWL IiTNOM FOR A OAEN IEGATTVE A5.0. DESIGN LOIN.
<br />(2) PROCEDURE to DETERMINE MARACA PANEL Loam
<br />AMEN A. POSITIVE ASA. DESIGN WAD, DERSIMAE w,)w N PANEL. imm "L+• FROM SCHEDULE-..
<br />OVO4 A RMATRcE AAA, DESIGN LOAM; OCTOMNE "NUM PANfE}. L2TIM •L_ FAN 6CHEOh�E.-.
<br />F'ILL4 'MAOIMUM ALI.OWA1tt.E PANEL. LETN011N 5 EDINLT(1 THE 4ETOWINEO PAN¢ 1EN011/
<br />8ET1 .1 1+' AAA R=.
<br />(3) SEE SCEOL4l: BE OW FOR AM. PANEL LENGTH FOR POROSITY EL AN D PIN.
<br />it WSIALLAIIIJUS INTO ill= ARE LAMM TO t 05 -L MAIL USA. MICR PRE W.M RATING
<br />,
<br />-
<br />D...
<br />4 4187 1
<br />TOTE op 'i
<br />MR
<br />s0A2# MTDR,..
<br />I L % O P Aff:
<br />- 4 V EL
<br />3 CAGE GALVANIZED STEEL STORM PAN
<br />+
<br />"'
<br />HMINNI 51'.
<br />PROTECTION PRODUCTS,
<br />7400
<br />6?MS T
<br />'t"41`••
<br />i)ri(t)a,.:j$41ri= '%� fr?
<br />ilm sm.
<br />.f+
<br />saa
<br />33').SA
<br />V r
<br />_ fn. .O ±
<br />awe xA wanawW".aa'u"I"
<br />+uaa • Pw aH-tA)Y. rr. WaA An-rAt
<br />PHGr1('n• (�A�-T6Nan fAY: {9#t)SWB-5Nf
<br />20-175
<br />T ON PA 1
<br />INSTALLA
<br />INTO WOOD ST ORES - -r- __ M, r,_ , _. _-1
<br />�T� L I
<br />�_ a ,. qp 'SEPARATION I-
<br />�- ,1i 1 V.Lf
<br />:,._ ,. 'WOOD ANCHORS r G � ($E[ sCFffDULE I 1/4'v-20ar• 1
<br />I
<br />SEE SCHEDULE ON •^"',•>�
<br />__ /!��AA a,,4:s-2mlX•
<br />SHEET 11) -(1) NEAD I�IU3 I ON S7EET 3) I .-y13�e0us we
<br />`_1 :1 , _ , R eat/4• as t_ _
<br />'-..
<br />. J 4 ,„ , ; ,± I ., I `.""`""'k I - 4 v A,oA.
<br />MOM.
<br />El T N6k.t-." •..,`.`.) PANE LENGD4
<br />YIOp(I'HFAD;�t I "._ N WOOD' ANCHORS `` 7 I
<br />V,,- f t I t {SEA SCHEDULE ON Ill I GLAS$ N 1 (SEE
<br />REQUIRED 1 ,, tom.,.-,._...-�.._-�,_, r
<br />_ ON SHEET IIFOR
<br />f 11 �7£ , 1/4' SHEET i 1J W ' V 01 I I SPACER
<br />_.Nt/2.1 MAX A I r'
<br />- `- Pi SPAOE3E OF L.
<br />rf, ._liTN6tH 1 `I.
<br />i a, ',
<br />I
<br />21 .) ' /^ i N 1 E01__.... MAX.
<br />WOOD HEAaE@, ,-
<br />r. `a / -. I #._:,...,_, ____�_..,..-. INEG()IRED a� a ti
<br />I `Mr, I -
<br />"LIZ; -
<br />I �- - 1 II. � 1' MAX MONO ALUMINUM SPACERS ON 12 1/2"
<br />`' i _*- 1 ' •,, , !�O.0 TA(R,E
<br />(SEE X1 ON SHEET 11.)
<br />tan. 1 I I S �1. I SEE NOTE - BELOW FOR L1MR'A4)S FOR
<br />SEPARATION :I 'L" HAGS.. I I `L MAk, I ,-, G , ({ { 1 1/2" LUNG SLEEVES.
<br />70 i I PANEL LENGTH 1 1 } '{[[1 �,
<br />PANEL LENGTH
<br />(FEE SCHEDULE I (SEE SCHEDULE j I (SEE SCHEDULE ,
<br />%{_- t ANTE F19/AE PANEL MALE
<br />1 O8 SHEET 3 t ON SHEET 3 � f. ..-PANkl b OR
<br />1 )
<br />(91 SHEET 3 N-- _!-- t
<br />1 1 - -- _ _....... !. PLED SCtiED1AE ON SHEET 1 .._ate
<br />4. 1 (( I ($ )
<br />E
<br />_._a, --.. -, 11 TRAJ6 I
<br />= t Mln, '',> ' 1,±`,:
<br />I _ -i A, rA i
<br />, _ rw
<br />T I
<br />`1i ,¢1t OAK 7` �1 9 MR 1 E10 BnH� 36 {ilA4S, 1 2`I4' N1D .-.-....: z -
<br />"'" PLATE
<br />EER SN, „I t...._ -.._..._._ D GLASS �.{ SC. I t REQUIRED
<br />It I i ON SHEET 3) I CT MOUNT W/ PEER
<br />1 �)
<br />r _� _.._ _ i ► * 1 �^ tIITERNATIVE 2W1
<br />..,.. ... % r I ,•-. L7 ESA? "Lim -
<br />I I i °'j 11 #0.1z TABLE 1 ON SHEET 11 FOR 'MAX PANEL LENGTHS *
<br />• ,, 1/2" D.D.i
<br />I :. 1 I - ,:.•"j
<br />OESION LOADS FOR THIS JNSTALLATOI.
<br />,D
<br />L 11. La I £0 -.- 1.
<br />... 4;:f.
<br />MAX -I
<br />L
<br />>:• L..____..J -. O 12 1/2" O C, .. t T"*,. i# __._,_._._-_-.-1
<br />EDb `>y ".....:.� ., , e f .>e I 1 1 t 11 !p
<br />t y�{,,i�
<br /># WOO) AANG"s
<br />_ STAGGERED W/ STUD
<br />BPXiA SA IW' E 1 tt2' SUNG ff:
<br />1,
<br />I --{ �a) "'-) .� 1 G =I ` , SHEET IT) D) WaNuU x 15 LAMM 70 A ONE SNORY mull as $1i11 15-6•
<br />. 4 *wm- MAX HEMS M7GF PaNwn ITWO IS A1E8MSRp1 FIRS ANY
<br />25M' WOOD •1 , ;Wf .;. IS i I f , :
<br />- H 5.: ' , F: i' . ". ; . , 7 e1Me61G "COW N3AIM'NR.Y e18IG1iD 11N SiSSf tt}
<br />71117E RE{Nl RED �, - .L D ANCHORS f i + ,� , .. '.. a "
<br />i. 4 ( ,.. Y4,. ' x�glot P
<br />IIRt 4kAs5 t[0 K W7SL1 tpx
<br />2
<br />s. {- ... OGa# 11@pN OdLYY1N PAC " . WRY.. MAT£ FX4 b OR
<br />_. .: ..-. - .. % ♦.WY GE : TU, 4 AB ,i . I (.'Y3'ANXiH4RF taI
<br />.. , ., oN. tSDUDeD ! >r..,:I Id .. FEATE REOUIITED
<br />.. , , STAETGE W W ON
<br />, yN� :'� a. .,.,,..m. YE 9ESP� NIt'NR'e-t 4 0.0.
<br />ON
<br />,_.. L. IDN6 +KI ATE FOLaehYT OfN1Gig16 Aia ___.,.w -
<br />S {{ SHE S11)
<br />-; i { SWEET t 1) CGI6tD.iD MIRE 1 5/ S eItlD a A PRGM f2 i/1' O.C, SPN2[de WJ/.dwkD ON
<br />i I
<br />11 (1) Wfam ASD OEM PRISE
<br />I RATAG 5 440, -0 P.I. (3) VAX. 24 GA4f PAWL LRIGM 5 IA.WTOP TG e0' AT ANN OPEMRG
<br />. --:..� i DT4R ffi A RF51d9C111) MOW tA7RkgR PANEL tENGOS NNrNED IN
<br />1 (2) KAP eIGRM 'AM iyGN NPF *S'71[MAi, SHEET` lY).
<br />IAA
<br />�L ���p± TER (4)-1 1/2' tON9 011001 IIOIIPMW 04 MWL BE AS ARIC'J M OR
<br />mgu"x
<br />- id) a19M! PNE1. 58PAUMdf7 5 DMt
<br />,NRf dN E)B671NG WOO FRWE 16WL SCALE S/bpi" FEET D � or 1 Ii2" (8ND "AM 6t PS GAILY
<br />�W��" VALID FDA rm 2ONWR 1. 2 AIC 3 ,10 "AM A O 1
<br />:.1s A S• W -
<br />SCALE 3/8>•1• (A) iMu`RN3A7R4! wWG tIR,Y WR FIW10 E- . SM .I. SCAM I- ELRgm) DE THE R."A I
<br />'aaam GtOE
<br />X o1 2 & 3 POL ASRt E
<br />"I""
<br />lj.4.
<br />�aA
<br />Nam. �CEMS ✓ .
<br />FLORIDA BUILDING COPE Non Hi h V*Iocfly HMrAcvtls Zone)
<br />. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. - a m TRAZO. WL, Fa_
<br />n a• T ESI Y
<br />NOTE TION N . Id4.4 . FOR COAL r 4
<br />DE i67 _
<br />DINS— SECIID_� 24 GAGA OALVANRED STEEL STDRM PANEL
<br />DE51GN PRESSURE �iiNC AND PANEL LENGTHS * - ,1M1Ia a1:
<br />.s.f
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES �+N SHEET ,3. (EXCEPT ss)R. � • �I. "'"�" f
<br />_...
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE '2W') :ems".• STATEn IL: E G 0 tMC. GLOBAL PROTECTION PRCDUCTSP LLC, we
<br />INSTALLATION, y t7 17Dfi1T1 •-
<br />4615 sr. 51 ARM
<br />&
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD '% ' • •" eo'2N9 A.. MLA a m a oNMas a ata 6m n- 3u.
<br />"'-.•••
<br />. Tan.R aX,-+Ma ....rtm11 ml-tnn PIKM: 0*4)6*•75W FAX (45M)9N•CAW 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 1 4'L -
<br />DENSITY 4F 0.55 ON -EQUAL, rt#rNtBRA tE -,�71' �.4rrt� Ar.. .AP.a. aAr: t
<br />WKTNR 1 2 AL �w
<br />•
<br />a of ,o
<br />yr,Et,�FR�f, �,
<br />•1Ma.-iiwa,e In .o+.s,*. r♦ 2 Nailti aAM644 m '{'£f $YIenNO WODD 3MIW CCcr h'" XT(jA4p7Y n 845fi Gal Y;
<br />I, STORM PAHL7, SHOWN ON INS PRODUCT fVALLNTION DOCUMENT. (PLD.) HAS BEEN VERIFIED FOR COMIRMCE IN ACCORDANCE. _ I/- a TAPCt* ANCHORS, AS MANUFACTURED BY Na.W BUILOEX, INC
<br />WITH INE 2020 Mh. EDITION) Of THE FLORIDA BUILDING C046 SKIS STORM PANEL. SHAU,. NOT BE INSTALLED AT HIGH - }`.14-10 PAHtlJfATE FEMALE ID AND PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY =0 CONSTRUC'RON PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MtALil•-DADS / BROWARD COUNTIES). - 1 /4'4 LAG SCi M PER N,f3:S,
<br />DESIGN OF , M 0 A :BASIC WINK
<br />R LEADS SHALL BEIDICDETERMINEDA$ PER SECTION THE ABOVE ENT NEO 000E - T/16Y . 5l8' tY000 BUSHING. AS ORSTRIBtiTEO 8Y ALL PORT SCREW: BOLT & SPECALTY CO,
<br />SPEED AS 1iE011RiED BY 111E NL)RVSOCTOM WHERE STORM PANEL W,t1 IR INSTALLED, AND FOR A DIRECTIONALITY FACTOR
<br />SPEEDD S EL CTI
<br />7-15 AND NO THE MAXIMUM S.D. DES" PRESSURE RATENOS INDICATED ON MINIMUM 1 1 - FOR PANE T I5DS
<br />USING` A17, SHALL EXCEED N INUtt'A.. SHEET C,7 MLN U THREE INTO W00D OF TAPCON Na0HOR5 SMALL 2 AND 2 - ELCO AMA E PLUS
<br />'
<br />ME A)A510N
<br />TH , & 7 N0. AN E T.
<br />FEMME
<br />2 7 ANO P ELMALE ATONAL D
<br />IN O DERU
<br />N ORDER TO VE1+ITNY THE ABOVE CONDITION, ULT}LNgIF DESIGN WIND LEADS DETERMINED PER ASCE 7-1$ SNAIL BE Y1R57
<br />REDUCED TO ASZ. DESIGN PRESSURE RATING 8T MULTIPLYING THEM BY 06 IN GIRDER TO COMPARE THESE W/ MAX. (ASD:) G2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SNAIL BE 1 1/2". NO THREADED
<br />DES" PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART Of THE REQUIRED THREADED PENETRATION:
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PZXD AS TEM WERE NOT OVER SLR(.SSED, A 33X INCREASE IN ALLOWABLE
<br />SIMS FOR WIND LOADS WAS lei USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN CA) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL. BE AS INDICATED W THIS DRAWING
<br />ACCORDANCE IN " N,D.S. 201P
<br />` C 4 MINIM PENETRATION D BUSHING a8". i 4' 8- . S SHALL BE 7 2' Lt9PKN MINIMUM
<br />STORM PANELS ADEQUACY FOR (MPSACY ANO ONO RESISTANCE HAS BEEN VCRITED IN ACCORDANCE WITH SECTION IBOB.1,2 OF . } UM ENETRA OF WOO SHI BE 1 I PM CftV5 USED 5 4 /
<br />THE ABCVE MENTIONED COO AS PER AMERICAN TEST LAS OF SOUTH FI.OMDA REFORM 0OB1#41-Ot AND 00219-02-09, AS SHOULD Sn=o Dust. Am 7" MINIMUM FOR 'WALLS VAIN No STUCCO.
<br />1ND A N TESTING REPORT 1123<D -10 AS PER
<br />147i SSTD Al& A3 E 33OM STANDARDS, AM7100 TEST L / 1
<br />IN ACCORDANCE
<br />D TA P DANCE i
<br />OR ENOUGH REACH T PANELS, STUCCO OR HIND BOARDS E FOUND ON THE EXISTING
<br />PRO7DL-OLS. AND AS PER GLLCUGTWNS PERFORMED N ACCORpgNC€ W/ SECTION 1604 OF THE O.5) W CASE THAT SHALL EMNE.LONG TO REACH THE MAN SfR1UCTURE BEHIND SUCH PANELS.
<br />WALL. ANCHORS LONG ENOUGH
<br />NG CODE
<br />BUILDING
<br />FLORIDATORIpA BUII.ONG CODE. SHALL. 1
<br />ANCHORAGE SIHA!,L BE AS MENTIONED INC 1), C2) & C.4)
<br />BE S
<br />2. ALL ALUMINUM EXTRUSIONS TO E MU-75 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED): SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING. ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANOFACTURIOR:
<br />3, ALL ALUMINUM $NETT METAL USED AT CLOSURES SHALL HAVE 3€G5-H14 ALLOY. B PANELS. MAY ALSO BE INSTALLED HORIZONTALLY FOUMAWNG INSTALLATION DETAILS SHOWN ON SECTION t THROUGH 6 (SHEETS A
<br />A. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL ASTM A-653 GRACE 80 ONIMUM, 0-60 GALVANIZED 111RCMGH 5) EXCEPT THAT HEAOERSQ &a SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY. 922 Inm WIER ROLLED). 9,. 17 SHALL BE THE REST"WEIWTY OF THE CONTRACTOR T8 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $HIR'TER IS TO E
<br />5. ALL 54.Wl TOSr STAINLESS STEEL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY DE .ATTACHED TO CONCRETE; BLOCK OR WOOD FRAME
<br />OR 3TE SILL BUILDINGS.
<br />N
<br />S0O18 W/ 50.. Ps• HELD SSRENG7H AND TJO. Nat TENSILE STRENGTH AND SHALL COMPLY W/ FLORvftA BUILDING 000E SECTIOFN
<br />D $
<br />`4 I A a 1 3a. I P- 14 8 AN IW 3W & 4W D REGULAR
<br />DMA OVER 9Q . AS PER SECTIONS 2 . 5 D ALTCTINKI PE5 ON
<br />& 7 AND READILY MARKING INSITRUCiINQ OWNER OR TENANT TO
<br />SHEDS A, 5, 5 & 7
<br />NORALL NAVE A
<br />6. BOLTS TO BE AMW A-307 GALVANIZED STEEL• OR AISI 304 SERIES STAINLESS STEEL. WITH 36 R.I MINIMUM YIELD STRENGTH. B I H RRICANBLE
<br />APPLIRESPCABLE DURING
<br />SECURE PANELS WITH APPS.TGBLE REINFORCEMENT DARING PERIODS �" HURRICANE INTONING
<br />7, AN L SHALL BE AS FOLLOWS:
<br />ANCHORS TO Y4AN= t, N I T R WHICH REMA 1N CONTINUOUS ACT WITH
<br />THE INSTALLATION CON7rtM".TCR S 0 CAULK ALL SHUTTER COMPONENT EDGES N . IN{)(Elf CONTACT
<br />SERL/
<br />TH E B'VILDII PREVENT W1N0/gAXN ±1N7RU
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