|
IMJ19AUM A
<br />I
<br />U.I.
<br />Cr
<br />IM TOM
<br />pryer N
<br />MPLKAME TO
<br />.ee.0. -73,3
<br />70* OR LESS
<br />2 9/1r
<br />Balm .
<br />1•. 22'. Y. 1',-
<br />21F k 3'w
<br />.66.0. -73.3
<br />w' OR LESS
<br />__
<br />2 7/0'
<br />BOLTED •
<br />A' k .lY
<br />" MABU®/FIHOM BOnOY O/SI�I WS. a WINpA)T Ar DOMW k 40R OF PANELEENQTN
<br />.I L, , U 4FT' ', L• ,� ,.1 • ..,WI ..•M;, 7I 7f.L NMI :. 4
<br />4 i•. ill•. 1..:` lA
<br />As-0
<br />PRESSURE,
<br />RATNO
<br />r.1
<br />MOJK M AMMM SPACING FOR E 0 . 3 1/2• -
<br />APPLICABLE TO
<br />ANT' E'6116rN/rL
<br />or TIIQI
<br />E� PANEL
<br />TAPOoNS
<br />.
<br />CYN-m
<br />PONOMATF nMMX 0
<br />PAKBI4x PLUS
<br />ro Iommm
<br />To coNom E
<br />TO OONCRttOGNWEIE
<br />ro COHORFR
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />I• A 2• (TOP)
<br />1 1'
<br />3 •4
<br />f0'
<br />3'
<br />S'
<br />."
<br />9•
<br />.'
<br />1 BOTTOM
<br />12'
<br />3'
<br />t2•
<br />3-
<br />9•
<br />6'
<br />1'
<br />6'
<br />( GATT
<br />1 ..
<br />9 AL - 75.3
<br />N/A
<br />N/A -rN/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />_ 11'
<br />I 2' (wrtoM)
<br />70. ON LESS
<br />T
<br />N/A
<br />6 1/2"
<br />N/A
<br />A 112•
<br />N/A
<br />4 1/2-
<br />NIA
<br />3' (TOP)
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2-
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />412'
<br />12'
<br />N/A
<br />4' (TOP)
<br />12'
<br />6'
<br />12'
<br />9 1/2'
<br />12'
<br />T1'
<br />11'
<br />4' (BOTTOM)
<br />♦ UNRIM 10 WO pP.f. AS,0. DESIGN PRESSURE RATING,
<br />A DEL SHEET 30 FOR ANCHORS n'PE k SPACOK FOR MW#AATOPIS 000 MOOD
<br />TRAIL MOM
<br />MINIMUM ANCHOR SPACINGS AND UNIMAK EDGE d}TANCE ARE •IDICAtED ON THIS
<br />S6[WAL MR Eu LEIS TWO RAICATED 0 SCHEDULE REDUCE ANq"eP SPACWC
<br />60 MWT6"LWM6 1JPACIN DOW ON SQHmLAL 6r THE V*LL*04 FACTORS. FOR
<br />"IS OPEPATtl+P TOE[ FACTOR PODROU,F,
<br />MIn190
<br />IN INSD RD FDA LAC" AD
<br />NOT E liS THAN IINYIM S9AfiC INou POR FAIN im AMt2.OR TYPE Y
<br />ANICI,OIE t[ETe
<br />I/41
<br />t/PP
<br />1/41
<br />fmammm "PIE
<br />-_//41
<br />_ III*!
<br />-
<br />TAIOIN
<br />I,YIIIIILR
<br />O,.II,1
<br />r Mglwl 0,00 00
<br />]
<br />L
<br />3
<br />3 ,n
<br />-• Y4tWOMms oft w. OA)
<br />7
<br />3
<br />3
<br />3
<br />RIM AIN.1 QvMNM mMA,W
<br />3
<br />} ;/)..._
<br />3.
<br />- 4._-
<br />AM& CA
<br />P2019R
<br />1 'Ir
<br />''
<br />_
<br />_
<br />-.,_-.-..
<br />- 3 I/r
<br />-- _
<br />_ _.
<br />_ --
<br />'
<br />- W -
<br />_-i
<br />r
<br />INw
<br />6.11--
<br />+ R[OLARES M.. DISTANCE KrWEEN BOTTOM OF PANT,NIO 0 TO K 1/2' i m, MW.
<br />1
<br />kj
<br />++ REDLANDS Mes. DISTANCE BETWEEN 90TOM OF PANEL
<br />AND 0 TO BE- 311r ,J3/1r
<br />1 Ma.
<br />FLORIDA
<br />COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1•)
<br />- _.-. . - .__.__ - ....15.12V (TOTAL WOO) . -,_ -. _.-. .. _ _
<br />t+er -
<br />. ...__- 123W (LFFEC'MA WIDTH) L� - . I/41;r 4'
<br />_- ' _.--'__.. ._ ... ......_-._
<br />I i i6o' 193• I .., .7D0• _ 9s st110 1%rID
<br />cL .. 0 1/4• (TAP.) --' I- .374:.- 'to ANaE * 6 GG
<br />V 129
<br />�. on • 12
<br />J00' .jI,
<br />boo'.. 7. - 1.3p0• ,- Ia50•..- 1.3. - FI.� 1.230• 1 E wvum )
<br />_._
<br />.260"r' ) r /g\) • .068' ]�� e, G.024• WK 7040% /Rl. � ILI 1 y'3.3)5• 1.671•. ,._�! ,. �/
<br />(1)E L
<br />�'Einl t�x,
<br />i�;+
<br />TAP. 1 7. .014' -
<br />OLD A66] O00 1.016• F
<br />- =1
<br />...OB4• 1.500 1 1S
<br />(� J
<br />Of1AA A
<br />©STORY PANEL E�--'. ... - - ---- ----- ---.1---- 1---.L. __- .n5• "-'I7TP.> (^*.)
<br />_
<br />i.390•
<br />PANELS SHALL E 6RTALIED ALWAYS - 2.387• ...,-
<br />From LED 10 Low w/ I/a• LEG
<br />2O "H' HEADER O3 'F' TRACK Q4 eNl6`LE WITH STUD
<br />m Ow AT LEFT IDE Of PEARL
<br />NMI S CLAD LIP � ! - ]I . . GALVANGED STEEL
<br />1V PkTIRRm EDCC / ,� /�]��----,, -
<br />r , - rH•6
<br />J i
<br />,. `.
<br />I
<br />�. E_.-.may 1 j7°°
<br />1.1- 0.375' r O.a60'r
<br />l
<br />,� - 2.250• -, 1 LROIIETBIC VIEW DETAIL A 113! T L . .r-- :(Iwo �.� PFIEL \ � OR
<br />`I 957
<br />f ROUNDED CORNER a ENDS OF PANEL'S r mm, m'
<br />I----.2.376• . -. D10 LIP w( TENTED EDGE. t .easy 175•
<br />(N.T.S) 31. rfP. BOTTOM DITA2I 1
<br />t,
<br />2.e00• I . .001 • 06r I QS KEY HOLE WASHER EON OF PANEL
<br />1.750' M05-4184 ALUM. ALLOY © KEY MOLE AT PANEL - n0'-
<br />0/2, (TAP.)-jj- ((_M0•
<br />1.1 24' i.750* F " n$E SHEET a FDA VE LENCI
<br />-� 750' - .11 3. F SEEM. 6 / I'.
<br />(
<br />OLY%#LIMITATIONS
<br />.091' _ _ lzs• E, al►r T6En mll RB7µuTtw6 r71o
<br />INSTALLATION
<br />M 1 Ilm SIRUCTLFES
<br />1.2I (. SIS' O �r 1 (T'+P ) A ,wY .
<br />1
<br />-. _) 7.000' _. I.000• 3'.
<br />1 ,2T-,
<br />z ma -- _.. _. 1- 117150,
<br />6• I (TIN.), )
<br />.0 - I o1o'r .2ml
<br />L+
<br />O REV. -He HEADER O "U' HEADER ' 17w•
<br />1 - I- MIN. To 5. W1 ---
<br />- taco - _.- U. I
<br />I" MAX.
<br />® SLEEVE
<br />O
<br />!L- © 11 ,J' TRACK 1© PANEL `
<br />s.000' __,-- 606-,-f6 ppuPP
<br />374 Ss4 - ��� A. T"" 1 (I 1 /4" WIDE)
<br />..._� I___ I.. .. (USE ONLY FOR E-Z HANG STORM PANEL
<br />'vCENfE(
<br />1 / �. 1 _ ,a2. ,% SYSTEM) OM-78 ALUM. ALLOY
<br />-it,' .Q61• ' --t, 47f1' 1.275 WN.-I,- A
<br />1.6I L 1--0I--' - • ' 0 0 ? No. 44167 FLORIDA BUILDING CODE Non HI h V616Ct HUrrkone Zone)
<br />2000' 1 - ; 1.1ri' 010
<br />.,,.--.--.--MM4MMI�NN. a Rn MN. e ® 14.
<br />V-�_ ( PSW6 nII00. MC. rJ.
<br />. ___. t E .. STATE OF 24 GAGE GALVANIZED STEEL STORY PANEL.
<br />I _t (.- 1.701. L oaf T]3• 1
<br />'- 2.000- -" ) _.1. _.__. % --- -Sm SECTIONS -... _ _. _ �, *:, '.• F 1)II 6t/V/SM
<br />UWNIL EC O IBLe. PROTECTION PRODUCTS. U.C. FAIL:
<br />-
<br />e
<br />701' N • 41m S.W. 61 wow
<br />OWL R 11114
<br />_.��� y yh ..,r RMIII ..
<br />d •,�' W'e,'M-,Y .�"M°.w`"'r(m•)M-Y6.6. ;AFT, (AI•).6•-6»7 20-175
<br />r • � PIo tr.
<br />1© BUILD -OUT 'F" O BUILD -OUT F TRACK 13 & � WASNERED WINGNUT w 010eAw .N
<br />a
<br />IN,6
<br />TRACK ANGLE (UMAC 3 ALLOY) r,r EA,namArwuTwn WrL1G A a_ Pi RA " I I f11T 7 M /5
<br />I I
<br />INSTALLATION
<br />INTO eOURED
<br />DETAILS
<br />CONCRETE
<br />FOR REGULAR PANEL
<br />QR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />...(
<br />CONCRETE ANCHORS
<br />(SEE SWFDIAE ON -
<br />EX75TIN POURED coHCRE)E
<br />C�SICNEDLAE ON
<br />5/lmis 9 iWRO1gM 10)
<br />OltSTONG RETIRED CONCRETE
<br />OR CONCRETE •LOON
<br />SEETS 9 TNMWk 10),
<br />onCONCRETE BLOCK
<br />RFAt1BLED. r
<br />-
<br />RLOUIKO.
<br />.iD.�
<br />"",'
<br />/ IOGTjONTE LEG
<br />�.f!1"'
<br />CONCRETE ANCHORS a<p..
<br />t
<br />-
<br />(S
<br />RLOUWm
<br />it
<br />•'
<br />lr
<br />QTS 9TIIR011fM i i I
<br />C
<br />r %rr//n s/
<br />s /.. Ir/;
<br />- Y ,.,
<br />'"(/l•
<br />i
<br />(
<br />IOU -�..,
<br />J
<br />`L ) u -.- Eo - • _...AIM M0Q /D, 6L5101 011 I I-
<br />„.... rti
<br />, N , / f 1/4•
<br />.fAIrS ..l
<br />- r.
<br />11/4•
<br />,/4"-O,I• ss ME W/ IRA -11/4'
<br />r,,
<br />+
<br />2
<br />_. _TN•i. __I CONCRETE HOR
<br />,
<br />• F •n•O.0
<br />S ` __1._._ -_ ---_ I
<br />10-
<br />n
<br />'
<br />I
<br />1 1
<br />SKITS 9 THROUGH
<br />IO)
<br />I py-Ep+
<br />S
<br />) GD roj E
<br />A 1
<br />I�
<br />1" Ma
<br />%!; r% I PANEL LENCM
<br />G.l i
<br />CLASS E I
<br />//,
<br />t�:J
<br />Lb l,G�f•
<br />1
<br />�- I
<br />���777
<br />/ ✓. '•r. 4, 1,-, 1 (SEE SCIKORA[
<br />1 ON SHEET J
<br />I
<br />1 1
<br />,
<br />yV r
<br />II
<br />.�
<br />i 1
<br />: ; mlnARA L r�' } p6 M R
<br />SEPARATION 1
<br />I ,�J11 II,,rh
<br />- R' n'r
<br />1��+y3',<
<br />, ,. l
<br />I
<br />TO GLASS. 1 V
<br />+/+9-FO.,' ON SHEETS
<br />(�
<br />IE..
<br />6112WII •L. Mor
<br />. TO CLASS 1 60.»,w
<br />(SET 204EDULL ON
<br />-. ; SHEET 3) 1 13I3! Fi» r 9 1 10 i
<br />1 .. _-711 9L 0� SMCER
<br />_. 1 (
<br />1 _ S,40 3) _ ' ' _ (it P61 .wO
<br />- AY
<br />i' Mea. I -. -...� �..: ),r A 6E[ M NFeI
<br />•. LOOM alA r4n
<br />1 I
<br />^ LI•M aml r.h
<br />PANE. LO CTN
<br />W.ON
<br />S/I[ET S)
<br />(OWN SEE JJ, .._
<br />RIG-1
<br />1 SEPARATION I
<br />E56DN4_I
<br />I - .. -
<br />ii��
<br />3) SCA t
<br />_ 1 �
<br />ON SHEET 3)
<br />v
<br />:.:._1 _
<br />_- '
<br />1
<br />MAX•
<br />N ,,.
<br />1 S.1" CA 1•
<br />IOW.
<br />1 ._i41
<br />I
<br />4
<br />/
<br />1 I
<br />��
<br />1
<br />.EG
<br />'
<br />1
<br />I
<br />�
<br />O 'A QG
<br />LD ;:J C
<br />I-'
<br />I
<br />SPACER 1 a .L.
<br />'SPACER
<br />i
<br />1 MAX
<br />1 I
<br />1
<br />I/r
<br />S
<br />I
<br />_. 1
<br />L
<br />I� • 1/r of
<br />-'----
<br />CONCRETE ANCHORS „ /.
<br />POURED "
<br />~ w \vt (SEE SCMEDULL ON ,-r�
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE O1 /-� _ 1 ..... 1 _. 1
<br />�''
<br />COSTING
<br />T. �,,
<br />REOUWEI)
<br />• .[.: v ; k' or WALL DP SUB sorm 9 THROUGH
<br />10) - ,
<br />9RETS 9 THROUGH to) ;..I q) 2 I/O' LONG MAIL ALUMINUM
<br />\./ 51WCE714 e 6 l//Y O.C. VALID FOR
<br />.-
<br />7/+
<br />ANT. CONDITION)
<br />�'.:
<br />EXIST0 POURED CONCRETE
<br />,, /I
<br />ALL DESIGN IDA01 AND PANEL
<br />_'� __9F
<br />CDU6tENONCOREIF BLOCX
<br />►DATECONCRETE.. lENG1tL5 Put SPYiT J.
<br />CONCRETE ANCHORS__
<br />(BEETS
<br />YA\^.�
<br />I'll/
<br />:,'�'-•
<br />OR COG
<br />CI BLOCKNCRETE 1• Wx, LONG ALUMINUM SPACERS e
<br />RE13WRm `�
<br />9 iNRixJCHSEEOU 10) - .ED-
<br />-
<br />t2 t/Y O.C. (SEE TABLE P7 ON
<br />SHEETS 9 k 10.)
<br />c ����y�����.
<br />CE161NG�MOitt MOUNTING
<br />3/B-1
<br />e11'
<br />BUIMOLNTINGSCALE
<br />SCALE 3/8-1
<br />SCAU 3/6-l'
<br />A. iI "'�T'
<br />��.
<br />��'VrEN4;''•.9
<br />FLORIDA BUILDING CODE Non High VelocityHurricon• Zone).
<br />E .44167 �
<br />i
<br />4C FP.
<br />.6GIo nL'TO0' 24 GAGE fiAlVNN2Eo STEEL STORY PANEL PMRN 6r
<br />--
<br />_
<br />ED. EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />NOTE .S IrIIEOR S M6i Of SECTION-— N`-
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />*L * I*r¢
<br />a �E C .
<br />i •$.. STATE Oe � --
<br />'f• �,c' FORD*-
<br />•5/7
<br />Rnrnwu
<br />I L E C O IEe. LOWL PROTECTw PRODUCTS. LLC. W,TL
<br />IMYIL rl W 14
<br />SMEETS 9 k 10)
<br />COMBINED M ANY WAY TO SUIT ANY
<br />F'
<br />io • • • E
<br />a w. r. L4► 4NPPAL n rHl 20-175
<br />..,"., . ,wR m.. �-pIFF aI-w, - PM„1'-»K mL (E6 m.-
<br />INSTALLATION.
<br />IIIRIIIRet
<br />.r. w wlrr LwmwO W.
<br />wWlp�,I P,[ w t4ELI ! IF f1
<br />INSTALLATION DETAILS FOR SERIES 2000 k I000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />I
<br />,/4'. LAC SOAEW9 • S' 0.c. W/
<br />`1 t 1/2' we THREADB, T "Pitt N
<br />•-'- i a'.4' wom
<br />,/41 LAC SCREWS • 6. 0C. A'/ -to FwTr1K WOOD HVOER RFD,ARFO 1/.-A LAC Somm • 6' 0.c W/
<br />T 1n' Mn 1NREAD(D PENETRATION RAT 0R OY fDCt + •/2• YI., TIEIILADED FFNE+ROPON
<br />T Er6TW PODD HEADER I'
<br />4 C.n1. /14r 1' S.Y.S. , '1 (RKI410110`'a"
<br />s u m Or
<br />"i i 4 ,Mw3c
<br />ID
<br />1•�7,7 ibM, j+441' 6 M.Y COn+ y
<br />II CA ENO m 0) r � - D , I 11 Ne 17 O.G.
<br />r f, ? I 1, , 41 LAC Somm • 6' O.C. w 4 PM,L /t4.,• R..S.
<br />, 4.- •' NN] t1 W,. 1 A • DF hi -- __ 1 /' / nIY 1/2 ow UFO t•wL•1RUIw u ENO
<br />Y. ' (STE DETAIL i/H ! I -1� Y,1. N/_7fC ]NISI' ..+)
<br />I
<br />(SEC MAIL' 1/2. 1
<br />• 7i L, -mm,M -oft]
<br />>, I( 7•-
<br />)
<br />,N14b „uDT1 RE'OU.im I I
<br />-7- -
<br />2 7/6' Mn i
<br />SERA .... --
<br />Tn GLASS I - t/4'.-20.,I/4• g
<br />.J
<br />i EYEW OVONA
<br />r..
<br />I
<br />I I
<br />. I
<br />E15 M 'r
<br />3 eaMt
<br />1 �I
<br />>) I
<br />_) I
<br />) 141-M3/•- M.S.
<br />-I w/ 7/r". 32• W 4
<br />`..) II NOT IA FELON)
<br />1 , •Y•2G,] . P.S. W/ 7/---w32•
<br />:I canl Nina Nllt 11Y 0.0
<br />O(7 2'r ' . '/,/2' Vh iNP6A0CD P(NffutKW
<br />CQi 1TAIx R oAIWO • MO•DiN C MAx
<br />A, OR ON EDGE
<br />ALTERNATIVE 4 V
<br />SCYE i/� .r-
<br />--I 3/= rOP RFAT
<br />• YOMDIM DF MM CD
<br />i CIO)
<br />2 9/16. ft
<br />_ I
<br />elI
<br />---
<br />2 )/ �-'fy'A/TMNiSMUT
<br />'AI 1
<br />iy
<br />, 414NEWhR PTOW! M
<br />t r-
<br />�E MD7f IA eELON)
<br />(
<br />i
<br />Tn• VIn n11EA01D
<br />EIKTIA7IM• 12 T/7'
<br />,/41 LAD BCRrnf • 6.0r w
<br />TTfTOlOLgI •n
<br />.v. (2 H'rCREOUW(D,
<br />�E1NI
<br />T, +4-10 PANUW', ". W
<br />7 6• Mn 161TR"a • ,> •
<br />rU`7 ON ENE
<br />I,,
<br />'. N (ort n
<br />MT D1 ON EDGE'
<br />"W
<br />�l�R� � y��l�j E 2"W
<br />SCALE 1/4'-+-
<br />��R�tIVE I
<br />sEALE 1/4-.1'
<br />l
<br />I
<br />R�3
<br />I, TMAL]ATIDIA ARE ONLY ODIC TOR IUAOINGS w1TH ASD DESIGN ,LADS
<br />„
<br />,
<br />UP 70 .44.0 -76.3 Mt ANO PANEL'S LENOr4 LIP To $'-,10`
<br />jjjj_
<br />$ --
<br />2 FOR NEW WOOD TRAM CCNS,RUCT*N WOW MEMBERS IT) BE SoUn'"',
<br />u1
<br />PY.F NW. L W/ SPECK O7ISIIY O 4.55 0l1 EfiJ4
<br />SINE sPliaY-A NO R(OVM[4/M5 F'OR (M OP BM 1�1a1� AT tW AS
<br />WELL A8 PAELM]FtQ� iMGKS 2m
<br />M & L
<br />COIKLiON ro oRf(]� wi 60RDY. BLSm ON
<br />IWO 2000 RAM PErALutgN rYP( W 77
<br />WOpp A6Yq�NP
<br />AftlNYlm
<br />Note FOR FJ11111,IIIIYP. OF 4rr"rPw
<br />Tay ! m rioM'Mom Iw C,w a[ LGFBMtO IN ANY
<br />AEerliii TDP NL1•6! WADI] 6
<br />CONDITION k M.ITIELI
<br />"I To SUIT Arc POTALU"Y ".
<br />=&I. ,/... ,.
<br />J/DTF : SwFnLP TR.r.6 NOT SHORAN too a.Mm
<br />AT -.TOP OR eor sm
<br />RRTH TBAGts-CE A"') *
<br />MAXIMUM PANEL LENGTH
<br />"L+' OR 'L-" (N.) 0
<br />MAAX111" AS.O.
<br />CONCRETE A wow
<br />PRFS Des RA11NG
<br />WSIAl1ATIDN9 t
<br />Wf. . IN -
<br />(D ) ( )
<br />4
<br />20-0
<br />- - tao
<br />7z'-o'
<br />n'-e
<br />_
<br />_xO
<br />1V-4,
<br />_/o.-A.
<br />I**- to*
<br />)0'--0-
<br />-:no
<br />400
<br />10'-f
<br />f e
<br />uo
<br />A-1
<br />1-r
<br />- -
<br />---
<br />- -
<br />Iao-_
<br />s-r
<br />e e
<br />60.E
<br />_
<br />•-3
<br />_
<br />7.7
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<br />Y
<br />rao
<br />> a
<br />- -
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<br />1-,.
<br />_
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<br />7-a
<br />- •SD
<br />7•-0
<br />6•-Y
<br />Ao0
<br />6_-A
<br />0'-7•
<br />93O
<br />f-'-A
<br />6'-0'
<br />_
<br />oD.0
<br />a -3'
<br />_
<br />a - n_
<br />109.0
<br />6
<br />7-1• -
<br />Ifa
<br />-
<br />s-r
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<br />- _
<br />9.-6-
<br />_
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<br />I
<br />E O
<br />ac
<br />WITH TRACKS W-(41 11 BL 64 91
<br />DIRECT MDENTm AT [ACM ENDe 1). M., 2 3
<br />XIMUM PANEL LENGTH ©'®°rl(,y
<br />MA
<br />L+' OR 'L-' (ft.) 0
<br />MARRRN A6.D.
<br />fN>L331BLE RA1M0
<br />.W.I, 4 IN - (P ) ( )
<br />CONCRETE IF wow
<br />WbTAUAT04 t
<br />'
<br />- u Jr
<br />20.0
<br />no
<br />17-10
<br />IY-Y-
<br />50Lo
<br />in0
<br />1I.-,.
<br />/0'-TO•
<br />ro-7-
<br />91-91
<br />100
<br />.. 6:
<br />-6.
<br />9-2.
<br />-400
<br />• t y
<br />tl0
<br />_-r
<br />s
<br />_eD0
<br />---
<br />- Me
<br />7-S_
<br />7-,.
<br />6-11'
<br />60O
<br />7•-0' -
<br />6--s•
<br />ei.0
<br />-500
<br />_ ?-e
<br />/-A•
<br />6--3•
<br />/-J_
<br />_ - WS 0
<br />_FOOD
<br />r-7'
<br />e'-3
<br />5'-70•
<br />s'-r
<br />ft o
<br />ft00
<br />--r790
<br />-
<br />♦-10'
<br />rrv,t
<br />1-e•
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXNUAIH
<br />PANELL[Agr
<br />WIND SPTSPEED170 m.p.n
<br />WIND SPEED. 170 m.PN
<br />(In)
<br />UMREs7MAN/D
<br />RESRNNEO
<br />UNRESTRAINED
<br />RFSTRNNED
<br />7 an LESS
<br />1.__
<br />1'
<br />6•
<br />B I/4•
<br />313 TO 90
<br />-,•
<br />1•-
<br />7 1/2-
<br />7 1/2•._
<br />SLID TO 145
<br />t'
<br />1'
<br />7 1/2•
<br />7 1/2•
<br />NINIMUY PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION
<br />TpP
<br />DIRECT
<br />91.
<br />U'
<br />S111p5"
<br />r
<br />,
<br />Iwo -OUT TRICK
<br />BOTTOM
<br />wow
<br />RENDER
<br />HEADER
<br />AIIGI.0
<br />TRICI
<br />OWES
<br />-
<br />DIRECT IIOUM
<br />40'
<br />32'
<br />1 32'
<br />1 36'
<br />65'
<br />S0•
<br />00"
<br />4
<br />I-SNI.5• STUD ANGLE
<br />33'
<br />32'
<br />3Y
<br />SY
<br />42.
<br />31•
<br />39-
<br />6
<br />r TRACK �._.._.
<br />'. -'
<br />- 3Y
<br />1.
<br />4-2•
<br />'._`
<br />B0•
<br />b•
<br />1
<br />- --
<br />SO•
<br />32' -
<br />32•
<br />]e'
<br />f 90'
<br />Sa•
<br />5a-
<br />2/4
<br />-3, MAN AMCNOES (SR SCHWULE ON
<br />1 MAN. { - ' -_ SHEETS 9, 10 kt,) -.
<br />6 0
<br />rT-,1. I..F 1_..,-7-----I- -T- 7-r-I--.
<br />1/4, 3/4. 4/5, 5/5 k 6/5
<br />i W/6, 2IN/6, 3W/7 t 4W/7
<br />IS: MAX
<br />_ __ _ .. J* ---- -71 mm 1
<br />T- -i - T -I- -t I ,r.. ..__._I._-1
<br />I i i i I'.[-1 .► �!, UI I. L 11_ !:.1_i_! !I W
<br />I
<br />__�Lj i
<br />. T." I i , j- � g
<br />I1 _-11-4
<br />I) I il
<br />i
<br />r
<br />P� S t `-R � BOLTED PANELS W/ 1 4•-20K1, IUPlBOL1Ep Ci { ! _II(SEE SECTIONS AS 1 � I j I I I I S.S. M.SBOLTW/•fw77VENtAP
<br />1 IAPPLICABLE) (: ,. I I I (SEE SECTIONS AS 1 I
<br />II : I I I I1. I -1 I i I C I I
<br />3 W
<br />1 I I I
<br />_ -- - - "a y ( -,- - 1I 11 - -
<br />...__ A
<br />.1
<br />'i
<br />® Of ® I• YMAI a ,-.. .. _. ._ 3' MAR
<br />2/4 i/4, 3/4. 4/5, 5/5 k 6/S 1" "'
<br />1W/O, 2W/6, 3W/7 k 4W/7
<br />- --A1W>$ORS (SEE SCHEDULE ON SHEETS 9, 10 &IT) -
<br />REGULARPANi•LP, n ELE AiL TION ,/4+ 4a.. GAP
<br />IA9T
<br />_......-A DAR OFTVV. t- *w WW1M 'I
<br />J:111
<br />MAX. DAP T -� I - - - -T- - a
<br />Off) SECTION A -A
<br />✓
<br />N.T.S.
<br />HUTTN
<br />Q(I) L., MAW" ALLOWABLE PALL LENDY" TO A WIN POBE'1M FULD. MON LOAD.
<br />I. -:MAX ALLOWABLE PANEL LOOM FOR A OPYtN NEGATIVE AND. OESaN LOAD.
<br />(2) PA004DUE TO DETERMINE IA00" PANEL LOOM
<br />CNFN A POW17W A.S.D. DESIGN LOAD. OCIEPWIE UMMU ME PAMn LENGTH •L.' FROM SPNm1AL
<br />OPEN A NEGATIVE ISO. CEMENT LOAD. WIER" MYOMLW PANEL LOOM % FROM S7EDULL
<br />n9MIWm L WR410WA E PANEL UDON 14 MIDI. To TE MITTEN oEiB9BLKo PANEL LENGTH
<br />BETWEEN 141 AND 'L-•.
<br />(3) SEE SCHEDW BELOW FOR MO. PANEL LEN6IN FOR POROSITY QUALM "TOW
<br />t Ns1Awum ALTO wom ARE Lmm TO . E P•Lt MAX ALE. mom PREAMBLE RA1NG
<br />9, 10 k II FOR MAX. A.S.D. OVIM LOOM IT MAX. PAWL '" LENGTHS FOR
<br />p OF SINGER 6 USED
<br />�:
<br />F
<br />e All'•.k FLORIDA BUILDING CODE Hon Niqn voloolly NUrACOM Zorn
<br />• 44167 'L
<br />aG» nrtco. WE.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />�'I,,.
<br />'
<br />* _
<br />PROTECTION PRODUCTS. TLC.
<br />o ;;-
<br />I'•,
<br />,�O,NF
<br />TATE OF *
<br />IL E C O Ewe.
<br />••.
<br />46;'sf
<br />4i..'
<br />• )I IOP` • •4Cr4' 'T i," Fw
<br />''\ �
<br />NA •••• G
<br />- NW Taw. Wrww n 3' r
<br />N`�• PNwNt-M .In.F
<br />•'. ?L N��
<br />W (FN)eE.-TE.w r4X ls.T-�•-a-»7
<br />.,. r w. w
<br />20-175
<br />I oA"w4• N.
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1) -
<br />INTO WOOD STRUCTURES ____ _ Mh _. _ 1
<br />--- I ` I SEPARATION
<br />TO GLASS.
<br />ANCHORS ....(SEE sCHMLAE 1 1yHY-e0.+' III SSIEKE� SCHEDULE ON +�
<br />U41ga,• 1fEE'^
<br />OM
<br />O 6 wA Fan ' SHEET 31♦ I DEole0.70 w
<br />1'
<br />1041U a- '1'1
<br />1- Ib
<br />_. . _.._I FXIS1105 i
<br />'- - _-
<br />1 1
<br />i( i cLAss -1 ) ...... PANEL LENGTH
<br />WINO READER '. .- WWD ANCHORS
<br />REOWRED ,, (SEE SCHMLAE ON -' �' 1 l 1 ) (SEE SCHEDULE , H
<br />14 I SHEET ON le
<br />)11 i�
<br />SNE[T t1 I SPACER
<br />1M71. slfe
<br />' 1 I
<br />�I
<br />i 2 ' s•A cW 1 .... 1 a 1-
<br />� .. ''+ - liNG7N- MAX.
<br />_
<br />. ' , , I
<br />. rWOOD , ., I
<br />... RFU HEADER ', i,,. I
<br />i, F , _ -----
<br />' :.,
<br />, EDI
<br />I I 1 1' MAX. LONG ALi . SPACERS a 12 1/2•
<br />1.. 1�70.C.
<br />1 ��
<br />(SEE TABLE /1 ON 9KCT 11.)
<br />I
<br />j Wn. 1SEF NOTE •' BELOW FOR LIMTATIONS TDR
<br />1
<br />I SEPARATION ( '•.'1 •L• MAX. 1 •t• AN)L. I , i/a• LaNG SERVES.
<br />(.._ f0 OLASS I PARR rCNGTH I, PANEL LE.NDTIi
<br />J.,!,�"j
<br />1(SEE SCHEDULE L SEE scHm" 1I (SEESCKDULI1oN SHEET 3) 1 ( ON SHCET S) A 1 OA SHEET 3)- PANEL WTE Fi9MLE ID OR PAWN MATE
<br />I ,/4W-Fo,• 1 7° I 1 PLUS (SEE $04DIJIE am SECT 11)
<br />A
<br />IV I a s o,6P Na I wn I ',
<br />.
<br />1 n i (OK r0 PIMA 1 SEPARATION 1 ' WOOD_
<br />X 1 1 'm„ pd r-�
<br />- ; 1 PLA1C
<br />.. L OWlIA55I�
<br />5 (gFro LL REOINRm
<br />l
<br />I- _(�i �JI
<br />1 `" 1 ON SHEET 3) 1 DIRECT MOUNT Wf SPACER
<br />-- . L ---y I * 1 ALTERNATIVE M.
<br />I � 1 'f""�I I sek" 3/e.+•
<br />,152�1/2-
<br />1 I 1 SEE TABLE /II1 SHEET FOR PANEL
<br />I -
<br />' L '1 1 D.C. ON 11 MAX. LENGTHS k
<br />MAX. AID DESCH FOR THIS INSTALLATION.
<br />1 ' CIF It ED - I LOADS
<br />I 1 MAX. 1
<br />R�. I 1
<br />I ., l 1
<br />^�
<br />,., . _ .., . 3 V I • 12 1/2. 039 1 , > ...
<br />_.._ .� . ,
<br />I- -. .• N __._..-.------ .__..._-__.__._-..
<br />EO . . 'I! - 1 , j r 1
<br />A 1 ANDL*I 7k 7DOTE: ,
<br />._ STAG
<br />EIO _.. _1. I STAO�:O w/ STUD
<br />1
<br />1: ' I. :. (SEE SCHEDULE ON SANGER M MAY E 1 In' LONE •
<br />`� :.,�iJ '-
<br />,+
<br />r.____�.- - _,
<br />I - _-...___ SHEET ,1 _
<br />LAND
<br />ONE
<br />) It)
<br />2•.4• WOOD - I *�` MONO 01001100r NOW 6 AA FROM" Rom AN 6' r
<br />. \%
<br />PLATE REOU I"t I .1, ; ANCHORS I. .AIL 9r... TD alWl 77I
<br />I ..
<br />9TAOGCRCD W/ SilAl - OOsq 7)
<br />W.W.
<br />OM Y1ET S IY,Y E R�U A9 1 PUTC (Y) AW,66 t 0o16,OWe ea VwwtL RARE nmt • PI
<br />(SET Y:HFD,IE ON tlw0 a TK FauDNNLo mlmnlb FK .. FWNFL w1[ PwI stmL E sPlAcm ELE6Nw Are /p• pc
<br />1
<br />9,EEi , i) aDl•Lrm wRM (AWt 6 . AEfe6CTgN FROA n Ln• PD. 114016 rAWOD ON
<br />SHEET q.
<br />, m (MINA% AIM on" memm
<br />i
<br />RtNN 16 wL -O 1-t. (n wx 24 va RMd IENM 6 Umm To er A ANY omma
<br />-.- �'•.' - �:' - AOIWI wn LiTIOWI 6 1i1 ((}}TO1NWS 6 A 4MWMM N RNU VAM TAKE IDOW MOILED ON
<br />D) .SVI 9TKIOLAL DIBLT ,1)
<br />i 1.Rem
<br />m S10eM AMA •6TA4LlIlIw 6 q6r i (O 1 In• I= 9PAOIR caP606 IRA f1YLL E A 61oIG0lD OI
<br />MOVE NIWINFO AM DE6M0 WOOD FWm4 WALL SCALE 3/8- I' I e•iT L I6rIEA11oN W 11/F' 101E /RMp IA E aAr
<br />i
<br />i
<br />AL rNA TOR PANT 2010 1. 9 A10 2 M OUMM IN OWN
<br />SCALE 3/9-1• I 0) 449"ATM VIED OKI Poll MAID IIIMAI"10 060IMEmVO AID M ]m0 (Tv, Fe1ON) a M ILOIg4
<br />I
<br />I zl 1. I k 3 Pa A91YI
<br />Me". I
<br />h9m `1,CEN ,'' .. FLORIDA BUILDING CODE Non High Velocity, HurrIcon• Zone
<br />1 D A FOR
<br />INSTALLATION RE ONLY VALID 0 MAX, A.SD. WFiNtI alEOa Alf ra.
<br />Ng '-E. 'SECTIONS: N0. 4416T 24 GAGE GALVANIZED STEEL STORY PANEL
<br />DESIGN PRESSURE RATING (P.s.f) AND PANEL LENGTHS - * - r,.
<br />:*i
<br />A P SCHEDULES ON SHEET 3 EXCEPT FOR _
<br />7 P NTINGS CAN f#: S PER E _ 0 k BOTTOM MOII ( _ at
<br />COMBINED IN ANY WAY TO SIM ANY ALTERNATE 2W' STATE F INC.GLOBAL PROTECTION PRODUCT LLC,
<br />INSIAEIATION, �''P •'
<br />R!r►' • 460E s.w, 61 FTerEr
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ... UA- .I.- 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 1S% • •.......:L U� "�POP,"'r-'M°� ni- a " PNa[: (P64J4s-»M. rAc lFe4)Nes•I7er
<br />DENSITY OF 0.55 OR EQUAL. IIIF G-,!,I +- 41M
<br />NI 1MA/aAx TYL70 A a.. PUT Y 219Et 6 a 19
<br />MI
<br />GENERAL NOTES
<br />IW16iR PI• 141T 4..nMr k E-z I4YNG .Rr,•M WUME (C) m ,(ALSI Q_3EN.. SPEGIEM',_WJAYw'., G - D.56 MOD.;.
<br />1 STORM PANEL "M ON THIS PRODUCT EWLVAnON ODdI11EM (PLO) ALAS BEEN VERI1m FOR COMPUANCF W ACCORDANCE - 1/A•r TAPCON ANC,IORS, AS YARNRACIURED BY I1.IY BWIDEA, INC.
<br />WIN THE 2020 (7th EDITION) 01 THE nMRIDA BUILDING CODE. TARS STORM PANEL SHALL NOT E INSTALLED AT HIGH - /L4-10 PAM11641E FEMALE 10 AND PANCUAATE PLUS ANCHORS, AS MIWUFAIMMED BY ELCO CONSMUC'MN PRODUCTS.
<br />14LOCIrr HURRICANE ZONES (MWAI-WOE / BROWARD COWIES). - 1/4-0 LAG SCRry5 PER AIDS
<br />N WI L I AS 600 THE MENTIONED F A WHO DESIGN ND OARS BY T BE DETERMINED PER E[C1'WA ) OF E ABOVE CMD F COOL. tIl EASE - 7/14"0 . 5/b' WOW OUSUNG. AS Ot57RI8UTE'D NT All PUNT s(:RfW. BOLT k SPECIALTY CO
<br />SKID AS REOWKO BY tO"L JURISDICTION WHERE STORK PANEL W1U BE INSTALLED. AND FOR A DIRECt10NWTY FACTOR
<br />P
<br />KD.D, 7-1 INCtMA A . M7IN , ' M. USING A17, 0 ONO SIIALI NO EXCEED L VAl1M S0. DE51(W RE3rSURE CS WDIOI,TCp ON 91EC15 1 AM PA PENETRATION NRTO W000 T AR 1 AND 'FOR ELCO PANE ( ) C ) T11RfiA0EU PC C APCON ANCHORS STALL eC /2 2 ELATE PLUS
<br />3. 9 D R 12 E I7, H. AND PAN[LMµE TRMNj ID
<br />W ORDER TO VeRIRY THE Af10VE COI40I11014, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCF 7-14 SWYA E PMPSi
<br />REDUCED TO ASO DESIGN PRESSURE RATING BY ""PLYING THEM BY 0.6 W ORDER TO COMPARE TIESE W/ LAX' (AS D) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL BE I 1/2' NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SW..TS 3. 9 fHRU 12 0 17. 18. PENETRATION INTO STUCCO SHALL E CON510WtO AS PART OF THE RCOIRRCD TWREADCD PENETRATION
<br />W ORDER TO VERIFY THAT ANCHORS ON TWS PED. AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE N AELOWABLE
<br />StRCSr rOR WINO LOWS W= USED W THEIR ANALYSTS, FASTI'NEFS SPACING TO WOOD HAS BEEN DETERMINED W4 C.3) W MLIM EDGE DISTANCE IRA LAC SCREWS. INTO *WO SHALL BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WIN N.O.S. 2010.
<br />STORM PAN[L's ADEQUACY FOR 11MAGi AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE "T1 SECTION i609.12 Of CA) MINIMUM PENETRATION OF *QUID BUSHNIG SNAIL BE 5/8' 1/4' 0-20 SCREWS USED SHALL E 1 1/2' LONG MNOAUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH PIORIW REPORTS /De1401-DI AND #021902-09. AS SHOULD STUCCO EXIST. AND i• MINIMUM FOR WALLS WITH NO STUCCO
<br />PER SSTD 12-99 k ASTIR E 350-02 STANDARDS, AND AIAERIWN TESTING LAB SOUTH MORIDA REPORT #1123.01-10 AS PER C.5) W NSF. THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, S10000 OR WOOD B0A1105 6E HOUND O/ THE EA57Mq
<br />F T" I I 1 T T AS A ML T1pN P F W SECTION 19TN 0 As 20 AND AS 203 PRO OCOtS, AND PER CUU S CA tMMEp W ACCORDANCE / SC � WALL ANCHORS S7W1 fX LONG ENOUGH TO RFACl/ THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />R OPHW BUILDING CODE AAIGHORK,E SHALL
<br />9E AS MENTIONED IN C I), CZ) k CA)
<br />2 ALL ALUMINUM EXTRUSIONS 10 tlt 6M-70 ALLOY MID IIMPER (UNLESS OTHERWISE NOTED) SEC SHEET 2 (0) ANCHORS SMALL Of ,NSTALLED FOLLOWING ALL OF THE RCCOMMENWRDNS AND SPELIFKAl10NS ITN THE ANCHOR'S MANUFACTURER
<br />3. All
<br />ALUMINUM SHEET METALUSE° AT CLOSURES SHALL HAVE 3105-MI4 ALLOY B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FDLLDIMNG INSTALLATION DETAILS SHOWN ON SECTION t THROUGH 6 (SHEETS 4
<br />4 MI,SIM SHEET METAL PANELS SIAL HOW STRUCTURAL QUALITY STEEL. AM A-6S3 GRADE SO MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEI- THAT HEAOCRSQ k0 SITAR Not BC USED.
<br />EEL EK STEEL k.(AFTER ROLLED). 9 '7 $K W/rY- 92 2 UL or THE RESPONAMM OF THE CONTRACTOR TO VEWY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED M INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BC ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />S µL. SCYW1 TO BE 5TAa SW STELE. 3Da 0R 3T6 TENSILE
<br />SERIES OR CORRDSLL COMPLY * ,(LIED CANDOR STALL AS PER DIN sup DOOGS,
<br />5001tl W/ 50 M.i YICLU SfREnCT1" AND W MM IENSmE STRENGTH AND SHALL COMPLY w/ RORIDA BUILDING C'00[ SECTION
<br />2111 ] 3.4 10 EACH REGULAR STORM PANEL WAN" LENCTNS OVER W. AS PER SECTIONS I, 2. ♦. 5, 6 ,AND µTE7WATTVM III, 3W k 4W ON
<br />SHEETS 4. 6, 6 k 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARX#4r NS'TRUCIING OIYPIFR 00 rEFNNT TO
<br />t. BOLTS TO BE ASTM A-307 GALVANIZED STEFI, OR AASI 304 SERIES STAIKE33 STEEL. WITH 36 MN MINIMUM YIELD STRENGTH SECURE PANELS VPD1 APPLKABLE REINFORCEMENT ONRWG PERIODS OF HURRICANE WARNING
<br />'+ ANCHORS 10 WALL SPALI OE AS FOLLOWS I,. THE INSTALLATION CONTRACTOR ,S TO SFAL/CALILK AIL SHUTTER COJPOMFNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WAM
<br />THE BULDRNO TO PREVENT WIND/RAW WTIN)S"OPI
<br />{A) TO_Ea(-0 TAINPOUB[D.SORSS1AS
<br />- 1/4.1 TAPCON ANCHORS AS HORS. AC MAN FA ITV/ BWLDEX. NE, fNin Fc••S L97 p....) 12 STORM PANEL INSTALLATION SHALL REPS IT 1 SPECS C70,INDICATED N THIS DRAWING PLUS ANY BUAOrNG AND LUNW(I REWUf10N5
<br />- 1/4' .. 7/e• CALK -IN ANCHORS. AS MARUFAc1UT6D BY I]Ewµr WC PROVIDED NT THE JIKWSpCTION WHERE DEtIRT IS APPLIED Ta,
<br />1/4'M , 30o SOUND-SCI ANCHORS. A5 05rRIBUiEO Br µl. PDIM SCREW, BOLT A SPECIALTY CO 13 (a) THIS PRODUCT EVAUJAPON DOCUMENT ((POD) PREPARED ITT THIS ENGINEER is GENERIC AND DOES NOT PAOWA R41ORlAAIPM
<br />(14 Fn.]0E0 p4.L) FOR A SITE SPCCtnt PROJECT: ,.•. 4I.E)IE. THE Slit CONDITIONS OEVATE FRAM THE EEO,
<br />- l4 - F P Cp [UN i T' UCTS-
<br />10 PANELWIC k ANCI,WTE PLUS ANCHORS AS MANUFACTIIIPD Fn' EL S RUC N7N PIOO / FEMALE ID V
<br />I 4.0 AMC UI AIICI MAN ACT BY T INC l NAA AS OF UREO O[Nlµ . / N)RS• (D) CONiNAC10R 10 E RESPONSIBLE FOR THE SEIECt1OR, PURCHASE AND 1NSIAUATION INCLUDING LIFE SAFETY C THIS PRODUCT
<br />A I) WNIMUM EYBE(NENr OF iAPCON ANCNON5 INTO POURED CONCRETE SNAIL. M 1 ]/4', 7-FOR E1C0 PANEL WTE AND BASED IN THIS RED PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED CON Des DOCUMENT
<br />I T./4• FOR ZAMK; NNUN 44CHOFES. CONSTRUC/10N SYEtt AT SITE Is THE rAN1RACipRY RL5PONSi&LRr.
<br />A21 CALK-W k SOUO-SEI ANCHORS SHALL BC EMBEDDED I/6' INTO THE POURED CONCRETE NO EMBEOMW INTO (N) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD R MODIFIED
<br />STUCCO SMALL E PERED. MITT1/4. 1-20 SCREWS USED SHALL % 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. (C) SITE SPECRIC PROJECTS SMALL K PREPARED BY A FLORIDA RIDGIMRFD ENGINEER OR CMTFW .CI WHICH ILL BECOME THE
<br />AND ,• MINIMUM FOR WALLS WITH No STUCCO, AND MAY BE HEADED SCREWY OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E O.R) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE iMOR THE
<br />OUT WRM WING NUTS PROPER USE OF ME P I 0 ENCWEEA OF RECORD, ACTING AS A DELEGtED ENGINEER TO THE
<br />P1.0 EN°INEER, SHALL SWAT TO •INS UTTER THE SITE SPEOFIO DRA)WGS FOR REY".
<br />A.3) IN CASE ALAI PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS RF FWNO ON THE
<br />EXISTING WALL OR FLOOR, ANCNONS SHALL, 9f LONG 040UGO TO REACH THE MAIN STRUCTURE RCHND SUCH PANELS (e) THIS P10 SNAIL BEAR THE WTE AND ORIGINAL SEAL AND SIGWTURE OF THE PROFESSIONAL
<br />ANCNEWIGE SHALL BE AS MENTIONED N AI) AND IN A2). ENGINEER OF RECORD INAr PREPARED IT
<br />(8) O. T LE� E&.00K_EALLB L�_r .1Q 14, SHUTTER MYNUFACTUICR•5 LABEL 9*1 BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />.E615NIG B
<br />- 1/4. 0 TAPCON ANCHORS AS MANUFACTURED BY I I W BUILDCII, INC. PANEL Of PLACED
<br />N OR EVERY WEAR SECTION 170O C OF FLORIDAITHBC" t CODE ONE THE
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<br />- 1/4'1 X 3/4 SOLID -SET ANCHORS, AS DISTRIBUTED Iff ALL POINT SCREW. BOLT A SPECIALTY CO FLOWIQA BIIIDNG CODE.
<br />04-IO PAWLMATE FTJMIE 10 AND PANELMATE PLUS ANCHORS. AS MIYOUFACTURCD BY ILOG CONSTRUCTER PRO�0RRlllll
<br />1/4' r ZAIAC T4vLw ANCHORS, AS MANUFACTURED BY DEWAL.T, INC tEP A: TRAP
<br />R,) NNIML:A1 EMBEDMENT OF tAPCON ..AND ZAMAC FAUN ANCHOR. ,MO M4--.1
<br />.BlI1CK uNIT Sr,Al1 i 1/4,FyVCEN,s'••.Pq RORIDA BUILDING CODE Non NI h WloCit NuMNon• Zom8.2) CALK-R A SOLD -SET ANCHORS SHAL BE ENBEODFO 7/8' INTO THE CONCRETE BLOCK URA. NO► ,44 7 , W�'1R0° �. 24 GAGE GALVANMED STEEL STORM PANEL Pywr,STUCCO SHALL BC PERWTTCO. 1/4' 0-20 SCREWY USED SHALL BE i i/2' LONG UANNUM SHOVl11DOST. * _� 4, ^-- r, //
<br />AND +• MINIMUM FOR WALLS WAN NO STUCCO . A} aM1
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