|
I
<br />Mom" �
<br />D%%ll
<br />.
<br />All SEPARATION
<br />PANEL
<br />APm 70
<br />GLASS
<br />CONDITION
<br />I
<br />4al -75-2I
<br />70, OR Las
<br />-
<br />2 9115'
<br />-
<br />BOLTED -
<br />1% 2', 3'. I'll
<br />2"W & 3*W
<br />4ol -75.3
<br />70, OR LESS
<br />2 7l
<br />BOLTED -
<br />_ _
<br />_
<br />IV & 4'W
<br />, _
<br />� 1��FAQA�4W4 %�� A, WININAT AT VVILARAF & 40M OF PANEL LENGTH
<br />or
<br />El�ylillgl!w.v�M-M,I*zilli,M;1:4*--�'i'l.i4oz?�Nti�,l�W(7-W-RW-l�ttm-i-"-.i�,,*--li�.1,1.11�ftm!t�.41I III 1 �
<br />- - , 37
<br />�
<br />1-Im". W-111cii"w-wiffol 4� A
<br />I". '. " �
<br />&Qi&1____.__.,_MfIV_ MIMIRMl. jmmmj_VVFIW��
<br />A,N".A6
<br />PRIMURE
<br />RAT44
<br />(0.0
<br />MAJMAUM M04M
<br />SPACING FM F D, - 3 1/2' -
<br />APPLICABLE To
<br />Somtows I &
<br />AW ookom,-
<br />I __
<br />MAXIMUM PANEL
<br />U)wk 10 DO
<br />TAPOWO
<br />I CAUl
<br />I VANIMMITE FOAM1 to
<br />;AH,w,iALL,
<br />-
<br />10 CONCRETE
<br />Im CONCRETE
<br />auxx
<br />To CONCRETE
<br />TO CONCRETE
<br />BLOCK
<br />TO com:Rm
<br />It. cONERl
<br />BLOCK
<br />Ir
<br />MIA
<br />12-
<br />1 NIA
<br />121
<br />H/A
<br />12"
<br />NIA
<br />I - & 2. (Top)
<br />ill
<br />3.*
<br />-
<br />---
<br />To"
<br />3-
<br />5"
<br />1.
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<br />3-
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<br />v
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<br />1.
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<br />1.
<br />I 04,
<br />_'
<br />N/A
<br />N/A
<br />N/k
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />Ill
<br />_*��+
<br />r (BOTTOM)
<br />IQ" OR LEW
<br />-_______r_
<br />11
<br />N/A
<br />� I 1/2-
<br />H/A
<br />1 4 1/2'
<br />- MIA
<br />- 4 1/2'
<br />N/A
<br />.3' (TOP)
<br />F,
<br />12*
<br />N/A
<br />I .
<br />N/A
<br />j 9 1jr
<br />I N/A
<br />I 9 1/2"
<br />1 N/A
<br />3' (BOTTOM)
<br />-
<br />- 1!�_
<br />All
<br />j 12 .
<br />N/A
<br />12*
<br />N/A
<br />IV
<br />[ N/A I
<br />4� (TOO . ,
<br />12.
<br />6'
<br />1 TV
<br />9 1/2.
<br />1 12-
<br />1 IT- 1
<br />12- 1
<br />It- 1
<br />4� (BOTTOM) I
<br />i
<br />* UNITED TO BED W, A.S.O. OCEIGIN PAC5SUAl RATING,
<br />ASEE SHEET 25 FOR ANCHORS 7YPE & SPACING FOR 44ITILIATIONS INTO WOQO
<br />POW 9U%DNOL
<br />WMUW ANCHOR SPACINGS AND MINIMUM EDGE DISIANCE AM INGEATED ON THIS
<br />SO"Al- FOR EOl I= THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />By MULTIPLYING SPACING 94OWN ON SCHEDULE BY INC FOLLD*M FACTORS MR
<br />THIS OPERATION 70 K PMME� REDUCED SPACING OBTAINED USING FACTOR SHAL,
<br />NOT W LESS THAR MNIMUM SPACING INDICATED MR EACH ANCHOR TYPE JO
<br />ANCHORS LEGEND.
<br />mjOHm rim.,
<br />'/r.
<br />I Ile.
<br />1/11,
<br />� 1 1/4'.
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<br />1 + REOUIRES MIN, DISTANCE BETWEEN BOTTOM OF PANEL I
<br />No (1) To at 1/2, 1/2,
<br />v A-
<br />+ + REQUIRES Al DISTANCE BETWEEN BOTTOM Of PANEL
<br />AND 0 TO all 311C 91.1f
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<br />MAXIM I Um &S, a (alll A611,16 +2/4 +1/4. 3/4, 4/5, 5/5 & 6/6 INSTALLAIIQN DETAIL5 EQ8 REGULAR P-AME-L(j)
<br />S E R REGUAR. LIFE SAFETY & E-Z Hl STORM PANEL SMEMS MAXIMU SINGLE,��m LITHEM V! 95CIM-LE OtJLX FOR RMLAR STORM ANCHORS (SEE SCHEDULE ON Ill 2W/6, 3W/7 & 4W/7 8 CK STRUCTURES
<br />IV B,
<br />-) EAMW IWAUAl =-, A MID W All ::::4� -------.,-3:- R MOM
<br />(SCALE 1/2-1 . SMUTS 1), 10 &II) , C-REM-Q
<br />BLOCK f-'�: MoL== -- -- - - , I Ill
<br />� ---,----I&IW CtOTAL WWH)-------,� i I -2-16r- SINQUE PMELSQ J82CIBBUM SIN= uIpw 0 a , a 6 F_r
<br />-------I21SOO` (EFFECm WOTH)----------- I I I C:CAWREDD��KRETF 9`01'" all
<br />1 �103, 1/4-0- a&_wmi_1mmm_z.AL_Q_" OR 2 = EL r OwEr.XON
<br />-7 I � I.250 I --- �150"T--��S M. D.M-0 - - T --I - -I - I- - r- -1 - -I - r- - r -T - - - r- - L F- T -f /' 'Ir, _,_t_r__r__I__r_l I REOVA", I REQUIRED. 7
<br />1 , �,-L_-r 1/4- (TYP.)- � 11� I ,17 , I�A= 0 a ,/4' "TH MAM a 04 * 9111CCLANIMISIMCLAI El 1"d* W_ � � , J I I , """,l . � I � L
<br />. I Aw , � - --- . , , , - ; CONCRETE AN . ..... CONCRETE ANCHORS Ixt�mma f
<br />: .1 � A41 , /Z W. or � i (SEE SCHEDULE Ol (am SCHEDULE Am POURED
<br />r_Ij0*__, r- I.M`7 a9O - Do" i ,. L it 001, BE REMIRSIOD) @ L
<br />-500 - k ,--,- ! / � ; � MAXIMUM PANEL LENGTH MAXIM M PANEL LENGTH I 1 1
<br />- I � - __71. (ft.) a
<br />I— - i . � BMW-- .,--- ,., --.,-,., !- 20 CONCRETE OR
<br />� ! L+ OR -L-- (ft.) 11 7 " I ! _l
<br />____ � F_ . - , I � ,F CONCRETE al
<br />I I I I .1 an 1 I t,T,,'� . � REOUll I !--4) . __QF�,.,-,l 11
<br />,2501� i � . I,/,� �
<br />� I MAXIMUM A4,0 I F_ i /41 � I
<br /> I MAXIMUM A4LD. cow CONCRETE & WWO
<br />EMM _' T 1,6?11 I '-sl I --j,, DIESION Ul - - - _d - - I
<br />T�, / All-) T �, - RIM & WOOD _L 4 I � CONCRETE ANCHORS - �� -q- 0
<br />1 W l P_ , � I - I ; I I
<br />AM ASE3 - 111 � -------,-,I � I OIL ; ---I C'm 0
<br />I Typ. I �.Ow- 1.015' 'ff INGSIALUOONS T INITALLAIRONS t ___ - k I I (SEE SCHEDULE - i -1.
<br />2l ("J.) (+ w -) - L-,--r L_ I 1_� � ___4 U I � � I
<br />� . I I (P-Il I+ � -) ---L+--r _L_ __ - - L_L___..__ 4, ?, I I I SHEETS 0 IN � C� , �111
<br />� - I I I ZIF5- L - , / __ --- � N � i � I-.- a �� � Sal � = �
<br />A EDGE . �� T "I __ m � ,v I%j
<br />i- i 11 I � i � CC! .- � - .� �
<br />. _.�_,Ul l ') 2ao 121-01 11,-O, , � !
<br />48' I / I I ; '.
<br />IN . , I
<br />------------- __ + ___ __ __ ___1 � � a . �
<br />L--L--- - 1) 2sw f.-,-D* y I 1-81 25X :2--so- i ff�?- I i i ",<
<br />(3) I'll - ; 11,4. 10�v 4 [ I ;1 � � I ___(D I l
<br />PANELS SMALL K INSIMAJO) ALWAYS i XIO W-z' Jvla Il'-s' 70'-7" 1 1 i � 10 I.I.. LL
<br />_ DETAIL A � $4, � - - I - L r!q� j - F/I 1 _,(j)
<br />- S�' , - -_ Pul S W/ (Y40-20XI, . I I � I =
<br />LAS Al PANELS I I I i
<br />FROM LEFT TO NIGHT W/ 1/2- LED Mo 101-10" rl JILO l Ill (SEE SECTIONS AS I -Sl ms� Bout I I - I - ,/.Itl I � -C -
<br />*" ta,-I. -!:-A- ----na All ft-2, APPLICABLE) / / - - I I I � .1 I,-
<br />11 I � �
<br />AT END AT LEFT SIDE OF PANEL (�) Aw imm (�) Ar IMCK (�) &= mm suo _7 _r __ (SEE SECTIONS AS APPLICABLE) i I I I vaiI! , I
<br />/ �= �--w-4-- _i. .0 I I . -
<br />-�___ I ON ,4-- al" * � 1-
<br />, TOP EDGE _____!�D Ill 61-9, 4&O - i_-r __ _1-1--l-, - & , - , _/ __ , I SEPAI0011 " I ots: "ft � � I I- ! I I
<br />- -�z_ 1� ___ - Sao __i7__1. __i__*_ --ii--a- __;___7_ __F__r_ / - I- I F - NO G-IL "-- " I LOGIN OlEft'r-110 ! =11-1) � � �0
<br />-1- __L_ J, -.1-1-- 1111-1-A-1 I -1-1 -I � : i � .
<br />,,,,,�l PAM 0.024' (JAIM.) -"-. - - - I I -1- -1-1 - I I (SEE sImSol i 1--1-1- *L' me. ,-- 11-1-1 --- I I . -
<br />�mv% Is &V LIP � '- I CAUMONZED STEEL I t 1- __4 -1 - - - - i 0 .
<br />___ , - SILO ____ - - I � , I , � I =9 ON SHEET 3) 4 PANEL LEl 1r,,_�,___;_ t z I �
<br />_,, 'i;� � SEE, r "A., max. v l 1= - � , 4
<br />Al _0 � . i T MASS, I PANE LENGTH
<br />I .0.0w :LG.w 620 slir 71-7* A" 0�0* �151 I I I ON SHEET 3) H I � PANEL LENGTH � HE (SEE SCHEDULE - C,
<br />_06 - -tio- 71-81 7'-I* 1 11 CONCRETE: ANchol _��___---,Il -_-_--'___ I I I'D
<br />.1 33 0,270* ' __L_�:_ __n__4i_ � 1 , - � I __r I (SEE SCHEDULE I - -
<br />v==V"____ . I
<br />� r- i (� 1 . I (SEE SCHEDULE ON I j ON , . .__!� ----- ON SHEET 3) _# - -
<br />.- ;_
<br />I r v i , a I I � � - -
<br />- I 1.11" -� 11 F, I 70-0 7'-&' r__O` _IWAD �S- -fr-:i�, D.M.(�), - 11� . - I _1 1 1 SHEETS . 0 THROUGH I -, t_ i ---(D � I I � cill
<br />!� 11. 0-5010 "l - - i i � �
<br />� . r-S, 6'-FO^ 7510- ;1_2 v*-a' - -
<br />�� 467 0�m al 7,O, a,-$* i Of *L' � 5
<br />* - - - --- � Eol I � 0) - -, <
<br />,I-. - .I. � __L__1_ __I�__a* __�!E'_' __L__J* __�__,' I I y __ _i, i � I all i I
<br />_ I- _ .PANEL I I "' , I I I ]- 11-1 I I I 1 Im SCHEDULE 11
<br />."T I � . ON, A.)
<br />6" 1 - -
<br />i".12, ,,_____j . __1iLjU---i�--4w-._ _. -
<br />- 1, -- -j-, "l MO 71-2* 8,-7* or __ I S1mw4 I --1 ! 1
<br />T---2�%1---, �_ , , - �__�__ ,:, @ 9 __4 OF MAN � I SOx e .- _41 I , cri
<br />I ! . I MIN, MIN 9 , ;
<br />� i 06.6 ,*-a* v'_S me 7-O' _i;:�:_ 1/4. 3/4, 4/5, 5/5 : 6/5 1 - i -, , � OF V %; ,
<br />� � �
<br />__ 2 250' 1 -1-1-" ISQMEMC VIEW DETAIL A L_ MO. I -M.'�.-�� I OR (NO - - 1 2/4 (0-1 I� '" i VAX : _,_(�) < � IN,
<br />- I '_ - I slow Il 6�2" Ill sl S'-f' . I
<br />I I � ;
<br />r- . 9510 . 01-7* I 51-fol . L-ANCHM (SEE SOHIEDULE ON SHEETS 9. 10 &I I)-------- I � I TS , i � , I � - z:A, ('Dl.
<br />� I Vl 2W/fi, 3W/7 & 4W/7 IQ w:2 W ,�/Y�/1'�/��//O !
<br />� ROUNDED CORNER 0 ENDS OF PANEL'S I _ .957 - �) ,�, - i I --- 1 � � � I -
<br />� w ,ml I -� - sl $14* 91-tr i I i r�
<br />� END UP W/ HEMMED EDGE. .A _' � I � ' r � i - i,
<br />� � � L_ 1 gs! �126� - . . F b I i i ! � '6. � I E �,M, �
<br />t -2.3707---� 160,0 61-51 S�fy, fol 1 Al 1 S'-7 1 t I - ,e��f I .
<br />. i (N.T.8) '375, ; . -I � E. i � I
<br />� i . � w .- ,O -2 [1)
<br />. I � ----------- =w BOTTOM _ L_______J ; �_ - ".
<br />� I G; AMAaa . 1,010 V�J* S�9* REQUAR r?TQRM EANEL d) ELEYADO 1/4- Al CAP _ I / I 0 i % �,;, __11 .q§# -
<br />- , or PANEL roll 1 Il 1 v�* SLT4. N _ OUSM4 ,-I- 0 i -24' --T � ,:- __
<br />� 21w r - - 2-07, i 3p 12 I/T OLD. i ! L �� 4 V E
<br />I � � ,091- .007" (�) KEY =A WASto _� �750. - 1 Il Ill I I 5�1, _71; I =_.Ill I i 0 S APPUCAl -
<br />I olvil --1*" wam I 1 __4= Mo Comagm BLOCK L_ CONG I—— I "I I :� 1� -
<br />" - �_J, .z- >,
<br />311w 1 i - _____T --cle � I 1 '14�2*w " ..I Al Mo I f, -
<br />I . I I mo I 5,-e r Il I .I. WOUREO I (SEE SCHEDULE ON ___j
<br />i ,072' � (�) I= HOLE AT eM - t__ -, PAPL i I ME ANCHORS
<br />i � (TYPY 3105-MI54 ALUM, ALLOY � i rw".n I
<br />� ; . � A.I.M.1 je, I ! � t-
<br />! 1 2.1i4l' iD+ I -1 -SEE SHOET 6 FEW ADDITIONAL 1 5. r i I 104 I - 1 4w "Ill.,-'' - @� QV'.�, L. a I __ L1j'______A_______J SHEETS 1/1' - 0_0
<br />I _j .$131 1 . , A- .
<br />t 1 �7150` � I i LIMITATIONS IF SUEEVE UNGTH Is I 11. : - I - -IMAGE F= . I � -
<br />_F - - - - I I � - � ONLY VAUD FOR INIPAULATIONS MO I \--/ _IE0 LOCATION � w
<br />I � � - �991 - - --,Iw 1. EXISTING POURED CONCRETE
<br />I'll I. C
<br />I ,. (�) SLEEM 2 1 /A r � MINI'Mum SEPARATION TO GLASS SCHEDULE Ill �_� 1__/ "I -,-OR CONCRETE Boocl
<br />! r /_71\ I L_� , -10
<br />i � 1.250' 4 - f- oy".) A. �ul �� WOOD sm"'Twel /o:,N kol � 3 a
<br />�
<br />i � j JL_ � MAX -Ill I ECT19N A -A ALTERNATE CONC I CONCRETE ANCHORS j ARE USED. REQUIRED, �' -
<br />i � ! MAXIMUM WIND SPEED 4 170 l WIND SPEED > 170 mp�h _Q) N'Tls� � L-J.-mmaxom., a '..
<br />I � I __j - i 41. I EL LDWM ANCHORS 0- i-::
<br />to I - ___ L-2 - 2 I 3 STAGGMW Wt vuv .-
<br />TL
<br />i :�Ig�� .Gw
<br />�
<br />A � .125' 2460' .4-Ill �70* 0.) �_� I RESTRAINED UNR Norm- (SEE SCHEDULE ON (SEE SCHEDULE ON m - -0
<br />. SHECTS 9 THROWN 10) z:;;
<br />i_-'2,wl t-Ala ,t,)j . i �_�_ 0(1) L+'. MAO" ALLOWIMILE PANEL LENGTH FOR A OWN SHEETS 9 THROWN 10)
<br />I I. I a 1/4- POSITIVE
<br />0*0 � -1 � 30 OR LESS I- v L MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.l , ; - 0 w
<br />�
<br />, i P.- i�� i (2) PROCEDURE TO DETERMINE 4l
<br />� l 1 f ,; ; >" To go I. I. 7 1/2.__ 7 1/2r* MAXIMUM PANEL 1.64I
<br />_ [_ _ GIVEN A POSITIVE A.S.D. al
<br />---I - MIN, to 5, M_ � i " I. ON LOAD,
<br />(�) av, -jr tiEl * Ill HrAnER - (GI-1 L L - L t - I- =�a� i � - DETERMINE MAXIMUM PANEL LENGTH *L+* FROM SCHEDULE
<br />L-- 2.000 . s � >00 TO 145 7 1/1' 7 1/2- 1 ONEN �lll All ,I.-* FROM SCHIMULL
<br />--- I AU140IMOEMLOAD LENGTH
<br />(9 muff-f-mAx. _j - FINAL .l MINBRIM OETTRIONED PANO. LENGTH LQ=OZ WYNTING WA5%W1r WALL MW Em MQUE
<br />1 >145 To 164 I- � to I - 1 7 1/2- 1 WrAl *`L+* AND %M,j L I
<br />@ ANGLE ffoAll (9 Ill TRAC - M&
<br />_-.1mol RR-1 101"willf @ EAN" HANGER (3) SEE SCHEITLE BELOW FOR MIN. PANEL UNGTH MR POROSITY QUALFICKTION, SCALE 3/tl SCALE 3/8-1,
<br />� - 0 ja" , t 94SYALLATOZ INTO WOOD ARE LIMM TO I 95 P.ml MAX A,U. DESIGN PRESSURE RAING
<br />,374' 5044::� Ft, , , I
<br />-���Sl g,l A - Tki 3N MINIMUM EAHEL N MOUNIIN2 !40TION
<br />� � , � , ,"011"Ift"
<br />f___ - eN. L----: A!k _11", . (USE ONLY FOR E-Z HANG STOW PANEL - � ll AF
<br />.Ol r'. 0 ��..-* I,)Ctns , .1'\ SYSTEM) 6063-16 ALUM, ALLOY SUILD-OUT Ap 9� to & IT FOR MAX, ASA. DESIGN LOADS J, MAX. PAM
<br />-1- DIRECT ,. .1 1,51XI,5 'r MCK .r ,,,,
<br />� - .470' .275, ,& _�__ STUD Ir ANNE e- I'x __ IIEEN SFAC-Q USED, 1P -!f�,X
<br />_ 0-
<br />, M7:
<br />� � --I � �t : � MOUNT HEADER HEADER ANGLE TRACK .� .,Pe� -,� 2,.-,* '. EN `-1 -%,
<br />� r--:!.- z * wrrom ���
<br />1. zobol . I �p 1.125- .- L I .1 No. 44167 '. I FLORIDA BUILDING CODE LHon High Velocity ftu cal Zone 1-1 -1 I - Ow. I,= I � 40 e* FLORIDA BUILDING CODE LNon HIqb Velocity Hur no Zone)]
<br />" . (s 25. . -, - �p I- FLOIII BUILDING CODE (Man High Velocity HIM COO* Zone) ,i,
<br />12�3" -1l 0 Q) MIN. 0 ' FF- Z *. INC. f .
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<br />ap ,� , � ________,____L,__j ��, i � ' ' . All STUD "At" st MAY K I I�r LOW Il
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<br />� , , 11 " i ft) #MWANN S LMM I* A ONE stow waom wm I -W
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<br />,� � �!i -� VAX MEAN It" ~ 01" 6 A A1S"4C1X1NI NON ANY
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<br />PLATE Il D HE , ;BUILDING mow cummell 04"m ON SHEET IIL I
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<br />k I 4- 1 2'94" WOOP
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<br />, �. _�l , � �_ � (2) w"ANA mw VMS, Mom is X,A :C!T FROM UAW AtAha Meal ALLOWED ON I
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<br />NOTES" �* , * iN * I - .. .,. Igh val Hu 0.0 Zone)
<br />. FLORI BUILDING CODE (Non High Val Hu
<br />NOTE EQ8 r,OMaINMN OFSECTIONS 1. INSTALLATION ARE ONLY VALID FOR MAX. A-S,D, I .1 F.-
<br />: : No. 44167 ". 1 AmMIDTILIEW. m, 24 GAm savAl STEEL sToRm PANEL
<br />DMON PRESSURE RATING tp.sl AND PANEL LENGTH,1 III *, . - Owl on
<br />= . *
<br />TOP & BOTTOM MOUNTINGS CAN SE AS PER SCHEDULES ON SHEET 3 fEXCEPT " -*i
<br />. . W/W
<br />COMBINED IN ANY WAY TO SUIT ANY ALTEERNATE 2W) s = , 11LIECOm. GLOBAL PROTECTION PRODUCTS, LLC. a m/2. m
<br />INSTALLAMON. - , -- - pt4t��
<br />i%I .�AIORIID to 4$M %*. Ill - � I--
<br />.-* ,
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD - * e0l - - - N. 40 P"ONE, DIM WE FIL
<br />,!%-;w-I&A0oo`n )00-7�0, FA* "XI110-1007 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2� W/ SPECIFIC MA� I
<br />I
<br />DENSITY OF 0.55 OR EQUAL ... 4 jnN WAM 4.
<br />r-ONMHM.0p)sCNAT D.. Ill
<br />� I , at � = - - . M.
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<br />P`R��!I OMOCUM1.1 (PZD.) HAS BEEN VMMD FOR COMPLIANCE IN ACl - 1/4 0 TAPCOX ANCHORS, AS MANUFACTURED BY I.T.W, StAl INC
<br />WITH THE 2020 (7th WRION) OF INC FLORIDA BUILDING CODS THIS STORM PANEL SKV.L NOT BE INSTALLED 00 HIGH - l PANE.MATE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />VELOCITY HURRICANE ZONES GIAMI- WIEWARD OCUXTTCS)� - 1/4-0 LAG SCREWS PER l
<br />DESIGN WIND LOAM SHALL BE OJETERtL/AS PER SECTOR 1609 OF *THE ABOVE MENTIONED CODE MR A BASIC WIND - 7/16'0 � 5/0' WOOD RUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY M
<br />SPEW AS REQUIRED BY THE "GUICOUN Wl STOW PANEL Witt K INSl AM FOR A DhXCT*KQJIY FACTOR
<br />KOl USAir. ASCE 7-16 AND SMALL NO EXCEED THE WYNOM (".D,) DESIGN PRESSURE PATINGS MMATED ON SHEETS C-1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AND Z' FOR El PANELMATE PLUS
<br />31 2 THINU 12 & 17. Ia. PANILAMUE FEMALE 10.
<br />W ORDER TO VEIERY T14E ABOVE CONDITION, ULTIMATE DESIGN WHO LOAM DETERMINED PER Al 71-16 SMALL BE FIRST
<br />REDUCED TO ASAX DESIGN PRESSURE RATING 13Y VOLOPLY9,10 THEW SY 0.0 04 ORDER TO OOMPARC THESE W/ MAX, (A44.1 C�2) MINIMUM JHAEAOED PENETRATION OF LAG SCREW, INTO 'DIE WOOD FRAME UNIT SMALL BE 1 1/2-. NO THREADED
<br />DESIGN PRES 5SURE RATINGS INDICATED ON SHEETS �, 9 THRU 12 & 17, Ia, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS Ill OF THE REQUIRED THREADED PENEWTION,
<br />IN ORDER To VERIFY THAT ANWORS ON THIS PLO, AS TESTED WERE NOT OVER STRESSED, A 33% (INCREASE IN AUPWASUE
<br />STIAl FOR WING, LOAM WAS Md USED IN THEIR 40LALYSIS, FASTENERS SPACING TO WOOD 14AS BEEN DETERMINED IN r.3) MINIMUM EDGE DISTANCE OF LAG SCAC". INTO WOOD SHALL BE AS INDICATED IN THIS DRAINING
<br />ACCORDANCE WITH M0,5. 2018� .
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HA$ SEEN VERIFIED IN ACCORDANCE WITH SECTION Tel OF CA) MINIMUM PENEIRAITTON OF WCOV SUISHAIG SMALL Of Sl 1/4 0-20 =EWS USED SMALL BE 1 1/2- LONG WOMUM
<br />THE ASCIE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS JW441-01 AND #021S.02-0% AS SHOULD STUCCO EXfSr, ANO I' MON" FOR WALLS WITH NO STUCCO,
<br />PER SM 12-0 III ASIM E =-02 STANDARDS, AND AMERICAN TESTING ON SWT+f FLORIDA REPORT #112O&I-10 AS PER
<br />TAS-201 AND; TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMOO IN ACCORDANCE W/ SECTION IW OF THE C51 IN CASE THAT PRECAST STONE, OR fl CONCRETE PANELS. STUCCD OR WOW BOARDS Ot FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE. WALL ANCHORS SHALL BE LONG ENOUGH 10 W-AW THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA), C,2) & CA)
<br />2. ALL ALUMINUM EXTRUSIONIS To BE Goal ALLOY AND IEMPl (UNLESS OTRUMSE NOTED), SEE SHEET 2 (0) ANCHORS SHALL. BE INSTALLED POLLOWING ALL OF THE RECOMMEMOATIONS AND SPECIFICA"ONS OF THE AACHOR'S MOKIFACTUPER,
<br />3. ALL ALUMINUM SHEET Ml USED AT CLOSURES SHALL. HPA 31l ALLOY, 8 PANELS MAY ALSO 13E INSTALLED HOROl FOLLOWING INSTALLATION DEFAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. AU STEEL SHEET A&VAI, PANELS "Ll- HAVE STRUCTURAL QUALITY STEEL. ASTIA A-453 GRACE DO MINARAL G-60 CALVANIZED IMPOUGH 5) EXCEPT THAT Hf011 &a SMAU�L NOT BE WED.
<br />STEEL OMCNATION W/FY- SZ2 AM (AFTER ROUl S, IT SH44 BE THE RESPONSIll OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTF,7 IS TO BE
<br />S. ALL SCREWS TO BE STAINLESS SIM 304 OR 316 AlSf SOVES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM ATTACHED TO All PROPER ANCHORAGE. THS SHUTTER SMALL ONLY BE ATTACK= TO CONWRM BLOCK OR
<br />BUILDINGS.
<br />SCOUS W/ 50 W YIELD STRENGTH AND 90 W r"l STRENGTH AND SHALL COMPLY W/ FLORIDA WILDING CODE SECTION
<br />241115-14. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 00', AS PER SECTIONS 1, Z 4. 5, $ AND ALTERNATIVES IN, 3W & 4W ON
<br />SHEETS 4, !L 6 & 7 RESPECTIVELY, 94ALL HAVE A LEGIBLE AND REAMY VISGIC MANKIND INSTRUI.-TING OWNER OR TENANT 70
<br />6, Sal TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES T.ANUESS STEEL, VAIN 36 W MINIMUM YIELD STROMIT" SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING,
<br />7 ANCIOIS TO WALL SHALL BE AS FOU40l it. THE NSTALUARON CONTRACTOR IS TO SM/CAULK ALI SHUTTER COMPONENT EDGES WHICH REMAIN IN CONUNUDUS CONTACT WITH
<br />THE BUONO TO PREVENT WMIl INTRUSION,
<br />CA) m_Q0SIIN9_E%Rm_QzIl
<br />1/4-0 TAPOGN ANCHORS AS MANUFACTURED By Il WILDEX, INC. l VZ192 P�,Q 11 STORM PANEL,01STALUUTON SHALL COMPLY WITH SPECS INDICATED IN THIS ORNAINIG PLUS ANY SUALONG AND ZONING REGULATION$
<br />- 1/4' # x 7/8' CAl ANCHORS. AS MANUFACTURED BY DEAl IND- PRl BY HE JURISDICTION WHERE PERMIT IS APPLAED TO,
<br />- 114.0 A 3/4- Sol ANCHORS, AS OXTRWITED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />(MI,, 13, (a) THIS PRODUCT CMUASON DOCUMENT (P,".) PREPARED BY IN ENGINEER IS GENERIC AND DOES XOT PROl INFORMATION
<br />I, .-Om P.S.0 5MVUl
<br />- #14-10 P"LMATE FEMALE 10 & PANCUAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOLIM. MR A STE SPECIFIC PROJECT; Lc WHERE TNE SITE CONDITIONS FROM IKE PZO
<br />- 1/4*0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DOXALT. ING, (b) CONTRACTOR TO BE RESPOWIGLE FOR THE SELECTION, PURl AND INSTALLATION INCLUDING LIT SAFETY OF THIS PRODUCT
<br />A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS PRO POURED CONCRETE SHALL BE I I�le; 2- MR Ll PANELMATE AND SAW ON THIS P-La PROVIDED Hl DOES MOT DEVIATE FROM THE CONDITIONS DETAILED ON INS DOCUMENT,
<br />CONSTRUCTION sAl A7 sn t. THE coNTRALTOR's REspoNsaturr,
<br />1 3/4- FOR ZAAAAC NOUN ANVKX&
<br />C.) THIS PRODUCT EVALUATION DOCLAACUT WILL BE ,CONSIDERED INVALID LF Wool
<br />A.2) CALK -Al & Sol ANCHORS SHALL BE EMBEDDED 7/43- INTO THE POURED CONCREM NO EMBEDMENT INTO
<br />SrJCCO SMALL BE PERMIl I/e 0-20 SCAM USED SMALL BE 1 1/2- LONG MIN" SHOl STUCOIS EXIST, (d) IPTE SPECIFIC PROJECTS SHALL BIE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL SECOW THE
<br />AND I- MINIMUM FOR WALLS WITH NO SYl AND MAY BE MENDED SCREWS OR ALL THRE-ADED SCREWS W/O MEAD, 06R� MR THE PAl AND WHO WILL SE RESPONSIBLE FOR THE
<br />CHIPMECH OF REOVE
<br />OUT Wffm WIND RUM- PROPER USE OF THE NGANEER OF RECORD, ACIDIC AS A DELEGATED ENGINEER TO THE
<br />PSO. ENGINEER, SHIALIL SUBMIT TO THIS LATTER THE STE SPECIFIC DRWONGS FOR REMEW.
<br />A-S) W CACE THAT PRECAST STORE, PROCAST CONCRETE PANELS. PAVERS, STWCD OR WOOD BOARDS BE FOUND ON TK
<br />EX15TING WALL OR Al ANCHORS SHALL SE LONG ENOUGH TO PMK THE MAIN STRUCTURE RFHTNO SUCH PANELS. I*) THIS ll SMALL WAR THE DATE AND CONCINAL SM AND SIGNATURE OF THE PROFESS10"
<br />ANCHORAGE SMALL BE AS MENTIONED IN A.I) AND IN &2). ENGINEER OF RECORD THAT PREPARED IT,
<br />(6) 14. SHUTTOR MANUFACTUMER'S LABEL S14AU_ BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORGAINCE WITJ SECTION 1709,9.2 OF FLORIDA WILDING CODE. ONE LABEL
<br />- �/4' 0 TAPOOM ANCHIll AS MANUFACTURTO BY I. T, W. SUIIDEX� INC. SHNIA. BE PL40M FOR EVERY OPEl LASELANG TO COMPLY WTTH SECTION 1709�9.21 OF THE
<br />- /4' a . 7/0' CALK -IN ANCHM. AS MONMACTURIED BY OFWALT, l FLORIDA ak"No CODE.
<br />- 1/4�cj X 3/4� SOUll ARCHOl AS OtSTRISLITED BY A) L POW SCAM. BOLT & SPECIALTY CO.
<br />- JJA O PANELMATE FEMALE to AND PAPHILMATE IN US ANCHORS, AS MAINUFAMFIED BY Ill CONSTRUCTION P lttitioulft.
<br />MANUFACTURED BY INC,
<br />1/4� 0 Z#0JAC MNUN ANCHI011 AS OMALT, A 1:..."
<br />at) MINIMUM` EMBEDMENT OF TAPCOM ANCHORS, ELCO PANELMATES AND ZAMAC PAILIN ANCHOR, INTO THE .. Zvne)
<br />& " FLORIDA BUILDING CODE (Nm fth Volocity flu cane
<br />.
<br />BLOCK UNIT SWU BE 1 1/4'� .. -k -
<br />"
<br />`F`AN` ml - l
<br />8,2) CAUK-00 & SOLJO-SET ANCHORS SMALL BE NBEDDED 7/r INTO THE CONCRETE BLOCK UNIT, No � I %,441 T57 `� 1 24 GAGE GALVA14JZED STEEL STORM PANEL DIANN IN,
<br />STUCCO SMALL BE PERMOTED, 1/4� Ill SCREWS USED SHALL BE 1 I/2- LONG MINIMUM SHOULD 2 r_-
<br />I
<br /><4�t` lm- �_ ?Ivrtm
<br />'
<br />. f I �_
<br />AND I' MINIMUM MR WALLS WIM NO STUCCO. ( F - C 0 ime. CLOW PROTECTION PRODUCTS, LLC.
<br />'%%. . _ -1 =EO Ill. .
<br />. . 4W.'st SAW
<br />� � ja3t,
<br />&3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANl STUCCO OR WOOD 000I BE TO .� '.. m . 20-175
<br />� . -�A� N_ � q_-1 MOl MAN)SAW-2l IA* CRANSIll
<br />EXISTINC WALL� ANCHORS SMALL BE LONG ENOUGH TO REACH IT* MAN STRUCTURE BEHIND SUCH � ...
<br />- - -
<br />ANCHORAGE SHALL HE AS MENTIONED N al) AND IN 6�2)L - - cA-wol -1 OfIll -
<br />Pl W4t&WUK/DAM P:*:�� �_ - I IF I.
<br />= = z spil- I , i I
<br />1jj$JALLAL1 bj IDUAIL� FOR REGULAR... MEL I INTO WOOD
<br />-I
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<br />NQv_fQ&s&mwNmQN_qE_ff0Qm -' III, : . a
<br />1, $151AUXRON ARE ONLY VALID FOR All A,S.D. : i*
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING l AND PANEL LENGTHS 1 0` i -I= Iftmel Ill 24 CAGE GALVANIZED STEEL STORM PANEL l
<br />-p I. OF - ORMAN W.
<br />% - - - - - -
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<br />INSTALLATION. 2� FOR NEW,WOOO FRAME CONSTRUCTION: WOW '-I-,,
<br />- GLOBAL PROTECTIOIN PRODU
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