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__________________ __
<br />MUMM AALD. MMN PUMME ]RATING fj?A.W AND
<br />....
<br />WIREVIDIDJUG j"wm PANEL LENM = WfEau MMIUM &U- "Mim EBL%%K Um , I RA � � -_ - - ANCHOR
<br />EQK =E3 1=4= kZ HM =m PMEL (b M=M SPACING SCHMILE M IWA"MRS 114TO QM= i 2QW= A"K S1IW= A -_
<br />"I . � ���� r � . I I � I - LAI L=_j
<br />- I I I I I I "I
<br />I MINIMUM SEPARAMON 'I .%& I AMIUCABL4 To I arIVION wx" mcmuRG 04AW " L D. - 1 1/2' " I ARRICARLI'm
<br />,
<br />DWARF I _;-= TO MASS SEr"ahs
<br />I I PRESSURE TAPOOMS I CRIA-M I feNCURATE Moor 0 PAROAKIT PUA 4,m,,T%4,,,#4, WAN" PPIRL
<br />I - - RATING UNM v 011)
<br />.GCO. _7s13 1 WORMS 1 2 SI/16" I BOTTIO . I ,,,�,� o,�:,,,*.' ra Comm" To CaRmor 1, ,*,,Wm 70 TO ODROKIr � WmEmr
<br />12 aLOOK or THEN,
<br />01-11, 10 Comorm
<br />.�I,
<br />WE
<br />___ 1 __ 1 12, MIA 1 12, 141A 121 N/A 12* N/A I, A r MR)
<br />I
<br />___
<br />W OR LESS 2 7w
<br />I 11
<br />11 I r 41 .1 - ". S. A, O' a, 1. r 61 4. Sm ),
<br />- &TW14#;W"SFL *LS & WRONAIT AT OVERLAP & 4M OF MEL UNOTH -
<br />ANEL . -;:- - - - I
<br />V (summ)
<br />". I!r
<br />I i2' 1. V r
<br />. — '' _ __1 '' — SERUM Iwo +4
<br />R/A N/A f MIA N/A I N/A N/A 12 1/r IT* v (BOTTOM)
<br />.66-0, -76-3 1 __; - - 70, OR LIM
<br />__;I�A, _1�1410,
<br />7' N/A f. 112' -/�' /'Z IT
<br />__:� _mp,
<br />I N/A 1/2" R/A s (BOTION)
<br />:E=/A1
<br />_!2:/A
<br />_ __ __�_ __I_L_ .
<br />12, N/A ir N/A 42, N/A Ir I N/A 4* (Top)
<br />I .=_
<br />I
<br />1
<br />12* 1. 19, I/v Z I 11. 12, 1 I,. I A. =wq-)
<br />��__j
<br />A, LIMITED TO B&O ;,A,L A�S.D. DESION PRESSURE RATING,
<br />4SIX SHIRO 2% FOR AACHM TYM & SPACING " INSIALLSIDONS INTO WOW + ROOLARCS 0-A, DWIANCE OCTWEEN DOTTOM OF PANEL
<br />9
<br />-
<br />TWA 001,04 AND (2) -to Ile, 1/2' 1
<br />M2A
<br />MWKX ANONTA SNM45 00 TAMMU4 ECOE 0506KE ARE 00WED ON TVIS
<br />SCHMIUM FDA 1,0, LESS RAN INDICATED ON SoMeLE RMOCANOROR IF&CM
<br />OF AXMKVK SPACm SHOWN' ON SCHEMAK BY THE FOUAMQ fAmRS. FOR
<br />THIS OPERATION' 10 RE P09MIKE, NETARaD SIMONS WAINES USING FAC" SHAU
<br />I
<br />NOT So UVISINAU 00" WANNO INDICATED,nIft EACH ANCHOR "M At
<br />Lsg2&_ �
<br />_Rx"c"S
<br />IV. 4/'4-. 1/4-o 1/4'. ++ swum DISIANCE WrOMN DOEW Of PANEL I
<br />9-
<br />Ammm _j/
<br />1vw WOW ME �!J�m!� am"_ Am <D To DO 31ir � -1111,
<br />-
<br />At, ma.a. ."aw III.) 3 A A 21/2
<br />-
<br />eww.vr� 00 j i I
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<br />po� MW - -_
<br />M.A 00 3 3 i/2 a ,/g 4f
<br />I
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<br />ACOA CA VW Acm
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<br />I'll, � I - 11 1-1 It - -
<br />- I 1/1� I - Alko
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<br />______z 70,- 1 IA �
<br />____2 1 -
<br />MoIA00111f si,
<br />00:Z � �tk�4^,
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<br />- -I$.
<br />�p
<br />.41� �Nctms,t 1�'.
<br />, �.* 'I-
<br />,e
<br />0 , L -1 %_ 1� FLORIDA BUILDING CODE (High VdIcCjWjy Hv cons 7Ans)
<br />z .* �� I ,
<br />a : Nal * 02M vm= 01r. I
<br />z : ., 20 CAM WYANVED MEL STORM PANEL FPI
<br />* , A, I A! I 04AWN of,
<br />I�
<br />,�,
<br />�'% S f- 0 — o"A"A"
<br />stwt PROTEMM "ONCm. =�
<br />;I. r ___!�`S
<br />X? -, , FIp" / 1-mv =_O. - -�\
<br />%10,0" MIM'Sw
<br />'`AII '01 NAVO-O" ' -LORD FAHIM-2"s, ro. "IDNA-M 20-176
<br />11-7-
<br />"�:_�
<br />111M - — - ,�
<br />floorso" —,""mm
<br />_!��*,
<br />. III ", . . sow Z) IN, IN,
<br />11 &Ak A 9-7 , I - I - j T
<br />1=;-k'-
<br />.
<br />COMPONENTS FOR REGULAR,Ug SAFETY A E—Z HANQ STORM PANEL SYSTEMS
<br />(SOME 1/2-11)
<br />------.-�-l�--------'L,�---"-'-- IaI2S' (TOTAL MMH).-,-------,---�-,-------------L--� � --2.lw---
<br />I 12,500, (EFFEIPW WmTFA___ ------I- - - - - -.1- I , Iw I 1/4-0-
<br />-
<br />i �__,_____'____'-_ i F-1 250 -_7%1- ;M SMOZE.
<br />I I ____� , i s t/4-
<br />C_'_'--'-o 1?4* (Typ,)--_-__ � � r- '_ . Wt -L �/ .'. V, 1*4 n.
<br />L I
<br />1 � ",L�,,� T.2W � ,I i:�� � xse,� 1,
<br />_I,x$O1_ -low
<br />40�1 � I � 11 1;
<br />V� rl�=11 -, I I I (Mk� IS IWAINSM)
<br />, I I I I I � I I �
<br />, 11 01w,_ � __V_
<br />. 11 -7 ', � I ji
<br />I- I 1 15 � �___ � O' iI o4o.
<br />.2501, 1 --, I � I - � -
<br />-4 - ,,'%,, " 1.315' � --J,t
<br />- - � : e 1,61- "
<br />I
<br />I MED �p) , . i 1�ow_ - L
<br />GE rw, i I 11-1. ,pir -At
<br />1�
<br />1 �26wv 1 1 . I
<br />_
<br />I Ew i I I __ _____j -,I
<br />� I 1 JLvW i
<br />- - OETA& A to � � 1.1.1i , i zw
<br />_�_11
<br />(TYFI-)
<br />___________ � -------- -- - .3761
<br />i-j-'A
<br />11 T mgm EAM I -Ilw-- OETw A- lc-2,003�- 1 --I
<br />MRS SHALL At INSTALLEO ALAMYS ____IT38r___1
<br />FROM LEFT 70 R*w w/ I/r LED
<br />AT 01C AT LEFT SOL OF PANEL (�) x-MAW (�) =JwK (�) NO am
<br />;I-11 1-1 -o`,Fx' Q�WA* Iminj
<br />n�_]F_PT_L�� "___� �1�1�� T ____��._ I to Sm
<br />L ,, '17SI, 4'e
<br />W1 NEWED MCIE ,, 1_111- ,--,I i f-, 1, 71-�' � RAISL , " *
<br />",� ", "'Osr "'�,� *O,W � �
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<br />- 1133- � �
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<br />�_111� '1� " _�, ------ -10 �m!F,7_
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<br />'k1___1__L ,, - � 9
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<br />____1 i A ,io__Z�_:, ", -.-,.
<br />f ... I immm Y" DEWL ,6i, - ,�_---
<br />I ROWN00 CORNER a ENDS OF PARET:S f - VA �m* I -
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<br />END UP' IN/ L-1, ,
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<br />1,7hv I i �0911 -, -m .
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<br />1 ,072' 1 � OW-) ; 35-HIS4, Awm� ALLOY HJU -At-ftM L
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<br />I I I -1
<br />I .six SHEET a FOR Aoxww
<br />I I I - � zq4- - I Im. __ sir I
<br />L � MWIAXIONS IF SLEM LENGTH, IS I r�
<br />I
<br />I I t o%I* I . - fWl L � ONLY VALID MR 06TAM74M MIS
<br />I � � i __ - I FfW 2 1 /A* F__ 4 - -) I L I WOOD InKtOTURES,
<br />i 1,2SO, I_- � 3's' (i) L- (Typ . _,� �
<br />�
<br />� � --I mm, 140m I
<br />i_zj,
<br />1
<br />L � i
<br />I r
<br />__� --I -2moor- ---� T,.,w
<br />_ ___"_ ;_ 1 3,1w
<br />-1, I_ J� i
<br />. - � __ I I '141 .06v A, aaw�', �
<br />I
<br />, . . (M)iI I
<br />-,-,-R.50 ____ 0,11aL "Oplo L_ . I!!,
<br />I 1 1. I �
<br />0-1-1,
<br />91,*r 1,
<br />� � I i — j �
<br />(�) HEY, PH! ff" @) 'U' HEADER ____,__T-MjtIL 10 S. k- - 7
<br />1 i i
<br />,
<br />--z000-i f
<br />11-,
<br />(R SAM-r-MA& @
<br />OjLmm
<br />'6�w (Mint. 9 us"mm
<br />w1vh; ,,,,,, 0
<br />'374, �___3oaoi3i4_;�;�, 0801 T I
<br />* �:_IQN. 0 I X w1w
<br />I I .
<br />- - ,�,;Ew ,,I�-,;��
<br />� I ____ __jt1w Ii___, I . -- am -,. ,Vtl (USE ONLY MR IEZ KANG STORM PANEL
<br />r- I f . �04Z - SYSTEM) OVII ALUM, ALLOY
<br />� F_,___xT_1__,?"S ; T �m --,,.,, A*1`1 " \� Aye -I..., 1.
<br />1 4 1 - `7,
<br />� '_1___,j . , �� : I " -. it
<br />I� I - �r r------.T,-.-q �` , 4067 - E FLOW IIJUILDIMG�CODE L�D"_Nh�,tL.l W Ono Zone)
<br />.! f : W _ . !ML, �*"-1 IN
<br />L .1 � �_ o . 1125, a - - 11 ________ - _-I Ru
<br />I r 2-040 +_ , I i� 11 , - , i .It w F,A.
<br />11A , ;�, I:& ImIZ, * & - + __ * * I *o,
<br />12r % ,-,, 1 Aalm X&M W_
<br />I . - � . I , i 24 GAGE GALVANIZED STEEL STORM PANEL
<br />t __j , oge* -1 ___f-iii, - . �r , two W,
<br />I L .1 I WE OF 1�t __ _-, , -
<br />cm L_
<br />- ,
<br />L_ziD " I -) 's tm
<br />, __ SECTIONS --- __; 1 - , 1�501 - A � "N",
<br />MITZI � � MR, _. Z, PROTECTION Mmms. Lte. ""m"m
<br />-:1 L_ I I !!L �
<br />AL Ivr a ART 4601!M 613W
<br />IX...
<br />_2w , =11.! 2
<br />I - Mom-m- 20-175
<br />@ WU_-JW_*_r_ (R RIJU-01,11ALEMCK @ & J�� WAUERIE11 M2W I I ft_,mWho-_IO.4�w molt Osom-'Mo w 005,AW-7- MOIRA; -
<br />CA� =;T- -.I � IIWtI_.t �
<br />"I
<br />':
<br />I
<br />IM15i ANGLE (ZAMAC a ALL" r., �_,�_.
<br />A =im-UL"�S-, 1::±±��� � 1 i i :� ii: i
<br />I
<br />, -_ ___ - ,
<br />I I
<br />-
<br />tWALLATION DETAILS FOR REGULAR PANEL (j)
<br />I
<br />ALIERNIPM VONORM
<br />ANCIAM I-OCATOM
<br />,�ZE -:-
<br />STS =, txanw FIGURED, CONSOM-_
<br />2MM111" En"NO POURM CON ,
<br />( a .9 __1 0) OR CONCRETE BLOCK
<br />SHEETS 0 THROUNA lo� OR CONCRETE SUOCK 1 � I
<br />I WOI.1041L.
<br />I
<br />Lm CONCRETE ANCHORS
<br />11",
<br />�-----", 1-511=71
<br />N ISEC So, __, 02
<br />=1.01--
<br />- .
<br />I �
<br />r----- q��r _-__:��;�'"'.Xvmml F ,I/*-
<br />le
<br />114, ,
<br />AX, ,�: � " W/ wo MAX
<br />0 'M I I " j------I
<br /># CONCRETE ANCHORS ale, i
<br />I - - -1 I
<br />(sm SCHEDULE ON---,,---
<br />� I
<br />4 I � ___ ._______, i I I t
<br />SHMS IT �,_ . __ r
<br />! : I
<br />a : - .0., � v I.�
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<br />I �X� 00 I PANEL LENGTH
<br />I R I
<br />, � ," a' I
<br />I I _01 I i I � (SIDE WHODULE
<br />md, �
<br />I � ON SHUT 3
<br />t f4___ 1 1 11 ft. FOR SPAM%
<br />01,
<br />4 _(D i SEPARITION � At SCHEDULE
<br />I , -v-.;mT;t0 �
<br />TO GAS& ; ON SHEETS
<br />IL._--_,--- �, i �_ - � I �
<br />, foigra � t f I SpActo
<br />F x I ON I'D SIAM 11"--" � (SIM S49EMIS ,"/�4,11 9 6, j;
<br />4 , = "_,, I ( SCHEDULE ON . I k. .1. Ra I ON SmIry 3) �, _M. �R
<br />4___ 1__1__j ILI *w, i ,-- j L -, , �
<br />SHEET V M"� ,, �� = I
<br />,I PANEL UDXTH A)
<br />L_1�1�1
<br />I
<br />� � -_ 5w- I
<br />F PANEL LENGTH! ' , - UNM CAR Ir T
<br />11- i (SEE SCHMULL �__ . �,
<br />, - , --r I ON 'sHrIET 13) I I (SEESCHENLE j
<br />; - _ _111.11 I
<br />al.049 I 11-- _____ --I ON SHEET 3) 1
<br />.---4 i I
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<br />I TO CLAM -, T -.,(D ; �
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<br />Ism SCHEOULC � I L____ __0 � 11— -1 �
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<br />I MAX, i
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<br />RS_ � CONCRETE ANCHORS 7
<br />CONCRETE ANCHORS ___, �
<br />(SEr SCHEDULL m , - (WE SOKULE ON - I
<br />... ... k ,
<br />" , D�_
<br />SHEETS 9 THIRWOH SHEETS 9 THROUGH I I'll 2 )/a- LONG MAIL AUJAMUM
<br />OF WALL OR SLAB 10) , 4
<br />- '/'
<br />L.- 09S��
<br />CUFDI -111-1 . � ] AD t,x AOX� VALID FOR
<br />/I, OONCRIFTIC �� ALL DESION No PANEL
<br />--901: M146MRIO.11C I EMITIA4 FIGURES tomoll I
<br />REQUIRED- oft CONCIREV: BLOCK rT,_ � LENGTHS PUT %w 3
<br />REQUIRED, � MAX LIM ALUMNUM SPACERS 0
<br />1 11,2 i/V OC, (SEE TABLE #1 ON
<br />m_ "Im *
<br />94mm a & 10,)
<br />� - n,tJING ,,11." le,es-
<br />- M*X.3 1 1 no � - - -, � _.wAm&"
<br />. IV, ww
<br />O'NAIR00104%,
<br />L , A.'r/Q��,
<br />11
<br />�'..11 ... .1 */1
<br />� ,,�QEN,�j%,a? FLORIDA BUILDING CODE (Man High VolocRV He o0ve zons)l
<br /> �_ __ ��,
<br />aam ZcIm me.
<br />I .'. c.44167 ', 1 24 GAGE GALVANIZED STEEL STORM FANEL IrAl
<br />__ - __ - - 2 � * I'*- Dow M,
<br />. * *. , s
<br /> Z I r . I _"��__
<br />ED. - EDGE DISTANCIE �� ffT=:7�_� " 1110fco I MODAL PwTECTm F*mm, ut "I'DIX",
<br />(SEE SORECUT F ON s -?3'". / '60 sx III sr
<br />TOP & BOTTOM MOUNTINGS CAN BE V& �_ ��i;Ii, - A� �TTC,%, j,AR I pww 20-175
<br />0) COMBINED IN ANY WAY TO SUIT ANY �Kl , 2 I. �
<br />v
<br />SHUTS 9 & I INSTALLATION. �,F;, .t.. - _ ONA)M-73M, ,,A&- Wpa,vw
<br />.1 -6. I-oe"N" I"
<br />1;W-00ows -
<br />WALUX � I 0". W "
<br />A &1'441 P�r 1 � � ��� � ! ! ±=i��
<br />-
<br />.
<br />--------,.-
<br />INKALLATION DETAILS FOR SERIES 20QQ & I 000 E-Z MANG STORM PANEL (1)
<br />INTO EXISTINO-W= STRUCTURES
<br />I
<br />- - �P� ---,z�� 1 I/4-f vp sm-ft 0 v, tFC. W/ .,- ____ __
<br />��, -4
<br />" , 7 - —
<br />- --, � . I I= r9wim PrAmom I , 4
<br />.I, U., 21W WOW
<br />;7;i___1 . �_ > -
<br />1/41 a I X _,� j m WOOD �GIOER, I r 'OURED
<br />�
<br />I r ft 11�
<br />I V= WRATIa. �'
<br />I 1, I I ON Cox I
<br />� I -70 COSMIC WORD MEADER I I �� I RAT, ea, I 1�
<br />`
<br />�� 11 �i .1. .
<br />[`�". / k, �,, 1 III 11.0, $,44� , 1, � %, -
<br />I I- / � 4tD, I" 11 11 I 17�71
<br />I 11 " 4 Q-,(, fft" 5," A T-11 v Ok END Orw I 11 _� If " , 1, / 11, - - - CA- "'
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<br />T-7 , I § - -7 .00 HVIDER TEOU00 I ___01
<br />2 0/w me, I z=;1) - = �_- � .. A
<br />- SEPAR
<br />Nom- "'
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<br />a A/Ir W. ,
<br />1 2 7
<br />-SOPIRATION, I - - 1 g --�,-. -
<br />�z--.,- z,.- I Sw,
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<br />I I . ;�11C,OW &1EXA- 9 V�!: 1, --- _jEPA,jARQN_ ;
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<br />, EVERY MATAP a �� -I--- t/,-�,?W/4- -11 To 0.01m I *_toAv41
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<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 2,"A� MAI, 1w �nl �'WM� TRWI= 30.
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<br />DENSITY OF G;55 R EQj I Wl.=#112 i m I N h I entt I --: __=!.,_�
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<br />WON TK.2020 (7th WTION) Or THE FLORIDA SUILOINO COM THIS STORM PANEL $FA� NOT RE INSTALLED AT HIGH - #14- 10 PANELMATIE FEMN-E, JD RIM PANELMATE PUS ANCHORS. AS W"ACTUREO BY ELCO CONYTIMHON PRODUCts.
<br />VELOCITY HURRICANIE ZONES (MMi-OADIE / 13ROWARD COWITICS)_ - 1/4'0 LAC SCREeS PER NA�t
<br />DESIGN WIND 01" SIAM-1. BE DETERMINED AS PM SECTION 160 OF THE ASM MPMONED CODE, MR A BASIC WING - 7/16-0 . V5` WOW BUSHIND. AS 06SUITaUTED BY ALL P03NT St "E, SOLT & SFECALly M
<br />SPUD AS 'REQUIRED Dr THE "WaRUN WHERE STORM PANEL WIL, BE INSTALEA AM FOR A 03RECTILINALur �AGIQK
<br />KD�OM, USING ASM T-16 AND SHALL NO EXCEED THE MAXIMUM C&S,M) DESIGN PREE"E RATINGS NOCATED ON SHEM CA) MINIMUM THREADED HEWMITON INVIKOD OF TAPCON ANCHORS SHALL BE 1 t/2' AND 2- " ELCO PANCOAVE. PLUS
<br />-3 0 THRU 12 It 17, IHT AND MELMAUE FEMALE IV
<br />J� ORDER To vemy The ABOVE comm"Im ULTIMATE DOSION WIND LOADS UETERIAgNm PER ASCE 7_10 SHALL BE FIRST'
<br />REDWED T , 0 RS.D. OMN PRESSURE WING SY MULT)PLYINO THEM Of IT6 IN ORDER TO COMPARE THM W/ MAX Q'S01 972) MINIMUM THREADED PIDAEMMON OF LAC SCREW,, INTO THE WOOD FRAME UNIT SHALL BE 1 I /2' 40 THREADW
<br />DESION PRIMORE RAIIN05 ININGAUD ON SHEETS 3� 9 114RU Q III )7, It PENCTATION INTO MCDO SHALL ISC COMERED, As PAW Or THE F MIRED 1HRICADO) PENETRATION[
<br />IN ORDER to VERITY T04AT ANOKOAS ON THS PCO. AS 1VIVED WERE NOT OVER PRaMO, A 33P INCREASE IN ALLOAARLE
<br />� MR "NO WADS WAS NZ USED IN THOR MOILYSIs FAMEWERs SPACING -10 WOOD HAS SOON DETIAmwED IN r 1) MINIMUM EUCE INSTAK9 OF LV; SCREWS, INTO WOOD SHALL BE AS INDICATED 0 IHIS DPAWING
<br />AOCUAIIANCE WITH mbl�_ 2018
<br />STORM pAAEL'S AOEqUACv MR IMPACT AND WIND RESWAMOE HAS SEEN'VERYED- IN ACCORDANCE WITH SECTION iwiE1,2 OF CA) MItWUM PENETRATION OF WOOD OUSKNO SMALL BE 5/$"� Ile 0-20 SCRIEWS USED SHALL BE 1 1/2' WHO MINIMUM
<br />'ME ABOVE MENTH"NES CODE AS PER AMMCAff TEST IM OT'SOUFR "IDA REPORTS 10814OV-01 AMC #02IS1.02-0%. AS SHOULD STUCCO OQS,T� AND I - MIMMUM, MR WALLS WITH NO STUCW,
<br />PER 1 2-0 ASW CXID-02 STANDARDS, AND AMERICAN TESTING LAS SOUNFLORIGA REPORT 0112101-10 ASPER
<br />1AS-20t AND W-204 PROTOCOLS, AND AS PUT MCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 3604 OF The C,5) IN CASI� THAT PRIEDAST STOW. OR PWAS7 CONCRETE PANELS, STUCrO OR WOW BOARDS BE- FOUND ON `41E CIRSTITo
<br />-ME
<br />FLORIDA BUILDING COM WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH FWN STRUCTURE WHINO SUCH PANELS,
<br />ANCHOROOE SHALL BE AS MENTIONED IN C� 1), C 2) At C,4)
<br />Z, ALL ALUMINUM EXTRUSIONS To BE ODW-TS ALUN AND ;OtWeRl (UNLESS OTHERWISE NONED)r SEE SHUT 2 �O) ANCHORS SHAU� BE INVALLM FOLLCOUNO ALL OF THE NECOMMENOTAIT01C. AND SPECIF(CATION5 OF THE ANCHORS MMIAACTIANTI.
<br />I
<br />I ALI ALUMINUM SHUT METAL USED AT CLOSURES SHALL LAW 3'05-Hl' ALLOYL 6 PANELS " ALSO BE INSTA"EIT HORIZ06RALLY FOLLOWING INSTALLATION DE -AILS SHOW400 SECMN I THROUGH 6 �SHCETS 4
<br />4, ALI STEEL SHEET METAL PANELS SHALL HAVE STRUCTUPAL QUALPYSITE1. ASTM A-053 CRAM ft MINIMUM. C-60 GALVANIZED TAT"Al 5) EXCEPT 744AT HOWRS(�b &(g SHALL NOT Or- USED.
<br />STEEL DESIGNATION W/FY- 22.2 W tAnQ3 ROLLM, 9, IT SHALL BE THE RESPONIDDIUTY Or THE CONTRACTOR TO VEWIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER, IS To BE
<br />5� AUSCREWS TO BE STAINLESS SHOT. 304 OR 316 At% SEFOES OR CORROSION RESWANT COMED CARBON MEL AS PER ON sATJTACj1N41GM TO IFWRE PROPER ANCHORAGE THIS SHUMP SHALL CNILY M ATTACHED TO CONCRM OLOCX OR WOOD fRAME
<br />� ILO S�
<br />SOOTS W1 50 ksi YIELD STRIENCIN AND SO k4i TENSILE STRELNGTH AND SHALL COMPLY W/ FLORIDA BUILDING Cju SECTION
<br />241 7 4,3A. 10 EACH REGULAR STOW PANEL WITH, LENGTHS OVER W, AS PER SECTIONS 1, Z 4, 5� 6 AND ALTOOPOWEII IN, JW & 4w C"
<br />I NIARKING INSTRUCTING OWNEA 09 ItNANT TO
<br />SMI A' 4 6 & 7 YOM
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<br />b- !BOLT$ TO Ot ASN A-597 GALVANIZED ML, OR AISY ;$0. SCAICS 5_14RMS STEEL WITH 36 ;w MYNIMUM YIELD STROAGre =CkTSKYy0=4MEWE OIkJrRp4tW =ty
<br />SECURE PANELS WITH HURPNEANE WARNING.
<br />7 ANCHORS TO WALL SHALL BE AS FQJAOWS� 11, THE INSTALLATION CONTRACTOR IS FO SEAL4YAULK ALL SHU7MR COMPOOM WOES YMIC14 REMAIN IN CONTINUOUS CONTACT WITH
<br />THE RVILVINIQ TO Fame WWO/" INTRUSION.
<br />(A) V_K&9ftCj'2I�ZTC
<br />- 1/4-0 TAPCON ANCHOR* AS MANUFACTURER By IJA RVILOM INC. IWO V_�I 92 P,t��) 12� tL INSTALLATION SRAU COMPLY WITH SPEDS INOCATM IN THIS DRAWING PLUS ANY BULONIG AND ZONINC REGULATIONS
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<br />- 1/4� 0 � 7/a* CAX-IN ANCHORS, -45 MAKUPACIVINEU BY OEWALI INC By THE llu"MYION WHERE PERMIT Is APPLIED TO.
<br />- 1/4'0 V4' SOLID-W ANCHORSI AS UtSTIT(OUTED BY AU, POINT SCREW, BOLT & SPECIALTY CO TION DOCUM `ER �S atNMC ART DOES NOT PROVIDE RIF TION
<br />F I.1 (4) THIS PRO000 VOLUA 041' PREPARED BY THIS ENGINE ORVA
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<br />- #14-14 PANELMAFE ADI" 0 & PANELMATE PLUS ANCHORS, AS MANUFAMITED BY tLCO CONSTRUnON PRODULM MR,o, STE $EjEcIric RnwrcE j,I, THE SIM CONOTON5 DEFACE FROM THE RED
<br />- 1/470 ZAMAC, "LIN ANCHORS, AS MATILFAMRSU BY DMALT, INC, (0) CONTRACTOR -TO BE RESPONSIkk FOR THE SELKCHON, PURCHASE AND INSTALLATION IN MORV; LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P�EA. FROMM HVSHE 001% NOI OV14ATE EINIH THE COMMONS oCTULED ON THIS DOCUMENT
<br />A,]) HINIMUM SMSEDMEW OF IAPCON ANCHIM INTO FOURED COWPILTE SHALL BE I Ve; r MR ELCO PANEILMA11 ANO 00ft-MUCOGN WE1Y AT SITE IS THE CWTAAGPOR'S RE,51PONS0.0,
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<br />� ,1/4- FOR ZAMAC NQUIN ANCHORS
<br />trt) THIS MOUCT EVALUATION DOCUMENT WILL BE CONSIDERED M&ID IF MODIFIED
<br />A,Z) CkX-R &'$OUD-SET ANCHORS SHALL ME EMBEDDED 7/0' INTO nM POURED CONORM NO EMBEDMENT INTO ,
<br />SR9500 SHALL EIIE PERAIM 114' 0-26 SCREWS USED SHALL BE I lig' LOW MR,MUM SHOULO STUCCO EXIST. (a) SIM SPECIFIC PRQ.ffM .SHALL OF PREPARED BY A FLORIDA REGISTERED ENGINEER OP Atiai"Cl. WHICH *U, DEMME `THV
<br />1EAD
<br />AND t' MINIMUM FOR WALLS WITH NO STOCCOL AND VAY K HEADED SCAP&S OR ,I4 THRE ED S"M W/O HEAD, EKINILER OF RECORD (F O�ffj MR INS PROJ14CT AND WMq WILL SE RESPONSIBLE FOR 114E
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<br />SUIT WITH O'No Mrs, PROPER WE OF THE P,EO, ENGREVA OF RECORD, ACTING AS A CaE"HA ONGINCLA! TO INC
<br />RED, ENGINCK SHALL SUBMIT -TO THIS LATTER THE Sf'F,E SPE-WIC UPAWAS FOR ArVIFIN,
<br />A-1) IN CASE TH0 PRMASt STOW. PRECAST CONORM PANELS. PAVE", STUCCO OR WOOD BOARDS RE FOUND ON THE
<br />EXISTING WALL OR fWOO� ANCHOft SkIIAIL RE LOW, O"W 10 RENCH TWIC MUN STRUCTURE OEFUNT) SUCH PANELS tt) THIS PEA SHIA" Km -ME FaMNAL
<br />ZZ 'NOONAL SOL MU SION'TUNS OF THE PAC
<br />ANCHORWE SHALL BE AS MENTIONED K A.L) AND IN A.2), ENGINEER OF RECORD, -THAT
<br />IGI T . . 14. SRUTTM MANVIFACTUINER, *5 iAML SHALL BE LOCATED ON A READILY 145MU: LOCK14N AT STORM
<br />PANEL SHUTTER W ACCORDANCE WITH SECTION 170,91 OF FLORIDA BUILDING COM ONC LAWL
<br />- 1/4- f TAPOON ANCHORS AS MANUFACTURED BY I T A RVIIAJE`X� IN,. "LL BE PLACED FOR MAY OPENING, LWWNG To COMPLY WITH SECTION 1709_0,� OF THE
<br />- Ild 0 x 7/9* CAA -IN AMONOn AS JAMiUFACTUIRED BY O&WALT, INC, IFARDA WINING CODE,
<br />- 4� X 414 -*-W ANCHORS. AS 005TRIBUTED V( ALL PW SCAPIL 96LI * SPECIAL
<br />J/A� - W TY CO,
<br />- #4-10 PANEtMATE. FEMALE ID AND FANELMAIE PLUS ANCHOR% AS MANUFACTURED W E-1,00 CONSMICTION PRI�11011FLAM
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<br />11�v) MiNthwm EMBEDMENT OF TAPOOR ANCIHORS� SLCO, PAKLMATM A0 2AMAc NAILIN ANCHOR. Ilm THE ; Vmv i, FLORIDA BUILDING CODE (Ron High Voforfty no 7onv)
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<br />aLOCR UNIT SHALL at 1 1/41, $� " - ___ I I I --,---- _ ___
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<br />ITLIC .0 SHALL BE PERMITTED, I 1/4' �1,20 SCREWS USED SHALL BE 1 11r ITIN , to , V, * A"Y'Aane
<br />AND V` W,NIMV#A FOR, WALLS WITH NO 5714CCO, V$�, MOM PROTECTION PRODUCTS, U.
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<br />ANCHORAGE SHALL OF AS MENTIONED #4 IE' ,) AND IN B.2) :I,
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