|
tT
<br />MAXIMUM &SAD. DESIGN PRESSURE RATING (UA.f.) AND
<br />CORREMbDING MA)MUJA PANEL LENGTH -L- SMEDULL
<br />FOR SERIES 10DOZ200D Et-1 HANG MIRId PANEL (b MMM
<br />"I'll ... I A,- . I&a AS P-R S 11U*_tL_I2_ft_A_3bLU_Zj-,
<br />MAXIMUM A.S.D.
<br />O%3w(ESSv"E
<br />,
<br />1 Mot. F�K
<br />, � LENGTH
<br />I , �
<br />I
<br />-
<br />I - -
<br />1 nm'D
<br />'. t
<br />---,-
<br />q
<br />TO GLASS
<br />1
<br />CONDITION
<br />.66.c. _7S-3
<br />-w-M-)
<br />1 70, OR LESS
<br />---
<br />2 9116' !
<br />Ed. -
<br />-
<br />I ". r, 3" "W,
<br />__
<br />;
<br />1
<br />2'W & - -
<br />'66O. -75.5
<br />_L_
<br />I - - �-.
<br />ill=---_
<br />BOLTED .
<br />- .1
<br />I
<br />, -, - -
<br />- - ' . 'W I
<br />MSIIRE� FROM W�ANO` " """I A' _ - V R U.U'e
<br />7X41NIPIIIIIIII.A.A. . *K`9.111111114 4-t-!'fJ�i4l:kiw�mf-TwFim3,;awgol�i.i*--ii6.,zl*�H�vil,if]!W-Ill1q:[.Izi
<br />i - m - .....
<br />� W;L.J".Ml;i.lr-lxv�.111-1�,�Millisil[Oill,�Lii*,4413wlwoi#j�t,4"43113N-'Elt#.#l�'W'10.i'Allg EON A
<br />,
<br />11 - ,_______-RjAw.o11' . 4111[liI-7wmt;i;i i: I I I I : ��� � m
<br />MAXIMUM
<br />&I D. DDES11
<br />WAXIMUM SPACING FOR E_ D. . 3 1/7' �
<br />- .
<br />APPLICABLE To
<br />I
<br />PRESSURE
<br />5 zcnows A &
<br />ANY COMIPAT"
<br /> PARD,
<br />TAPCONS .
<br />It -
<br />�z
<br />PAKELIA'ATIC FIDMLE to
<br />PANTLMAIE PLUS
<br />RATING
<br />(P��t)
<br />OF THEN
<br />I LQ,dT,, v CIA.)
<br />- -
<br />,; CGNG�
<br />M CONCRETE
<br />. !m
<br />BLOCK I
<br />.
<br />�.
<br />ITO CO"ORM
<br />TO CONCRETE
<br />mm
<br />TO COKWT
<br />ITO ZgEll
<br />_'
<br />12*
<br />� I I -
<br />NIA 1 12'
<br />- �,
<br />N/A
<br />.1 12'
<br />N/A
<br />___�_
<br />I;r
<br />I .JA
<br />I' & 2' (TOP)
<br />- -
<br />I]'
<br />__
<br />-
<br />5'* 1 101
<br />1.
<br />5'
<br />4'
<br />'.
<br />-_
<br />-
<br />-_
<br />-
<br />,TTOM)
<br />DOD t-
<br />12'
<br />1. I ,
<br />. 2-
<br />'.
<br />1.
<br />6*
<br />a'
<br />�
<br />I* (B OTTOM)
<br />____1
<br />I '-
<br />_____
<br />SERA 1000 +.
<br />+66-0, -7-',3
<br />_I/A
<br />- __,___
<br />N/A N A�
<br />L __
<br />_�__
<br />__!/
<br />/A
<br />_.f___
<br />A
<br />__!.�_
<br />d
<br />_ �2 I
<br />_�
<br />__� I -
<br />-
<br />2' (BOTTOM)
<br />- _ -
<br />70" OR LESS
<br />7" 1
<br />12*
<br />N/A 6 I t2,
<br />R/A
<br />N/A
<br />.--
<br />N/A
<br />4 1/2,
<br />-
<br />NIA
<br />A
<br />__
<br />4 F/2*
<br />�
<br />_ N/A
<br />3. (TOP)
<br />12' I
<br />12' -
<br />-N/A - 1---/.1
<br />-
<br />I
<br />9 1/2"
<br />12*
<br />-
<br />NIA
<br />N/A 1
<br />1 9 1/2-
<br />-_
<br />TZ,
<br />N/A
<br />N/A
<br />____1r
<br />_3' (OCTNOM)
<br />4' (TOP)
<br />12'
<br />I
<br />a" 12"
<br />1 9 1/2'
<br />, I
<br />I 2-
<br />it" I
<br />i
<br />w I
<br />w
<br />----------------- ---I
<br />* UMITED TO MO p-J, ASO. DESIGN PRESSURE ,RATING
<br />ALSEE SKEET 25 FOR ANCHORS TYPE Jr SPACING FOR INSTALLAERM MO WOOD
<br />FRAME BUILDING
<br />MINIMUM ANCHOR SPACUIGS AND MIRMUR EDOE DISTANCE ARE INDICATED ON THIS
<br />SCHEDULL MR ED, LESS THAN INDICATM ON StHOULS REDUCE ANCHOR SPACING
<br />By MULTIPLYING SPACING SHOWN ON SCII01.11 IN THE FOLLOMC FAMRS� FOR
<br />THIS Opo"Ta" TO BE POSSIBLE REDUCED SPACK OSTA"ED USING FACTOR SHALL
<br />NOT BE LESS THAN MINIMUM SPACING TROKC41LED FOR EACH ANC1,OR TYPE AT
<br />ANCHORS LOOM
<br />� 11'r.
<br />I/4T,
<br />1
<br />Y4:0-
<br />ANCHOR TIVE
<br />_
<br />- ,--
<br />TAPOON
<br />__ -,-- _-, ,
<br />PANEUVIT
<br />RW 1p
<br />- �
<br />JWWUAITE
<br />"
<br />___ji�T?
<br />C,LX_ I
<br />Im, Amaio;i VAMW Ox.)
<br />4
<br />i
<br />-
<br />�
<br />,, �A I
<br />Imeam"'
<br />0- _4
<br />. ostaxa, w.xA ON)
<br />TL
<br />a ,/2
<br />-
<br />1 1W_
<br />I
<br />--i- I
<br />"Is. a ow
<br />fAm
<br />I
<br />_awiw
<br />'Ir
<br />JIM
<br />I - -
<br />I -
<br />-
<br />__.11.__.! .---
<br />_____ � I/r
<br />-
<br />��_:_�_,__�,��__
<br />-
<br />-,-
<br />-
<br />Mi
<br />Y
<br />- - W__
<br />___ __ ____
<br />-i7W-]
<br />14_1-�
<br />+ REQUIRES Max DISTANCE BETWEEN sormw OF PANEL
<br />'NO (7) TO BE: 1/2* 4/2-
<br />V MD�
<br />++ REQUIRES Mo. DISTANCE BETWEEN BOTTOM Of PANEL
<br />An @ TO W- 3/w k1j, I.I.Ir
<br />FLORIDA BUILDING CODE
<br />--- - -
<br />GULAR, LIFE SAFE & E-Z HANQ STORM PANEL SYSTEM$
<br />!
<br />1
<br />(SCALE 112-I-)
<br />- . --.-- _ _1_____ - � I I - 15� 1 25- (TOTAL WIDTH) - - - ,,, - -- - - ---- - - __ . - - - --2.1ar- __
<br />1
<br />_ ___ - __12 1500' (EFFECTIVE WDTKL_ __ - ____ ____ ___ - - � ___ - I I F __ __ L7 - "03, I .2w�-,
<br />I 4 - .750- 4""i'a PNE.
<br />I i � 2w, _
<br />: 1L 11 � --- 11 I 6 1/4" (TYFI-1--- - - V- Z74-1 TO AN WE 0 I! I/1.
<br />, � 1.250' 1681� - I OR it t2 1/2
<br />� I .,
<br />, - - - 1.3�0. - - TOO- - 086- ,,2s'-, - I -
<br />� I � ; l ",Q, I �� i ipw (MAY BE REVERSED)
<br />5,w.'_- T.350 :- I -1SC, -, 11 ,
<br />/: , ,
<br />1�_1_
<br />I
<br />1
<br />I
<br />I
<br />", I � . I - I - � 1, - -
<br />�,� , I _\___/*111 3-M, t - - I- --- -_ `*_ -
<br />, , I _iwT __ - I I
<br />I
<br />� m ,
<br />; " / L!, Mldi' MIN. IN" _,)_ I �, � 1, , I 1� B7 . - I 1. �
<br />I
<br />THEMMEO GALVANIZED SIM ,
<br />. �A4�
<br />: EIRGE ASIM 4w T;�p I �.`�� 2,030 � .054" � -
<br />. I
<br />M.
<br />t ?:
<br />L
<br />1
<br />I
<br />1.125' � , _f`
<br />- I- 1: - 1-1
<br />GRADE 50 JAIMMUM . I
<br />- -
<br />11 6e�. in- *
<br />DETAIL A C w G&V 4F 1
<br />- _trm) (TYP )
<br />I
<br /> - ----- ----- -1 , I
<br />- - I ! �4 11.
<br />L-1 +350*--Jj EORM PANEL I , --1+350, - DCTAAL A - , , I... - - .. __ I
<br />I
<br />PANELS SHALL BE INSTALLED ALWAYS - 2.3sr - - -
<br />FROM LETT TO RIGHT W/ 1/2' to (�) .
<br />AT ENO AT LEFT SOX OF PANEL (�) 78' HEADER E- TMK (�) ANGLE WITH ST
<br />I
<br />1
<br />_� -
<br />I - ". TOP Fou 0.024' (MII,.)
<br />� OF PANEL
<br />I
<br />I
<br />_, ': I I GALVMII;�EO STEEL
<br />PANELS ENO LIP -
<br />.,� ,_� ___ v�_ ._170*
<br />W/ NFWCD rDff. ,�, ,� -I.- � _j to.05, - �, " 1. PANO- 11 .
<br />- I i
<br />i
<br />I
<br />� _-
<br />- .7C.
<br />,��-,,,� -,'- - - - 133*, .�27o` � / ;� - - -1 11
<br />.- - - I - I � - �=�200_ " , " _,____1 I
<br />� -
<br />-.------ * r. .,�_ 0.3"4 7��
<br />-, , `--i - -��,,,:r�� . 1 4 - 7 . , , NA4, 0.250'0
<br />/// __ �_____ �_� - - I , ." . __ �
<br />. I �1 L, I , . - -
<br />- "', , � __
<br />- 7�i�' . 1.
<br />" NEMMEG,_ *0TL7C0'
<br />I
<br />1
<br />- 2,59 - __ _ , , . 1.
<br />�
<br />1"�
<br />,�� 122001 17f. _.., � -
<br />7,2150* - . / � . '
<br />� - --L-J- , _PAHEL (i�5,, OR Ifp�
<br />SOMETRIQ YIEW DE16" 4 1 1. ,,,
<br />I
<br />I ,I xi�;l , i- 1
<br />_11- �
<br />I � _W11 ROUNDED CORNER 0 ENDS OF PANEL'S 14A : , ,
<br />�
<br />I I �
<br />END LAP W1 HEMMED DOGE. I - 0. '405,
<br />(_-�,,..,;�, -12g;
<br />I
<br />I
<br />r--2�378 . -- I_ � �
<br />I (FITS) 375 ,
<br />____"_ Typ BOTTOM P,UAUJ
<br />I,
<br />33-O' 2,500, i + '091 . 067'-O 4 _ ., EDGE IN PANEL
<br />I m) 750� (�) M-IT154 ALUM (�) KEY HOLE AT PANEL - '---
<br />,072' 1 t 3 L I
<br />I
<br />-, I- I .SEE SHEET 6 FOR ADDFTOKk
<br />2.1 . 24-
<br />4 _�, I -- 760- � I UMITATIDNq IF SLErW: LEIACTI,, is I i.�
<br />- - .125' _ I ONLY VALID FOR INSTALLATIONS INTO
<br />t,2 I SO* I SLEEME 2 11 I I . (TYP ) i�_ WOOD STRUCTURES
<br />, ,375' (�) .
<br />_rZODDI
<br />t4
<br />. � - _- MAX. L"M Odd.
<br />I �p - I
<br />__2 '. 3 750'
<br />t- - i 93- 1
<br />I - I 125' 2.ODO' ,L .vsar,
<br />- 12.5.8*- - - I. 1 18 .. i _)t i
<br />- (Tr_
<br />11050 L_ il. � 750* -
<br />_0
<br />I i
<br />(�) ffA_!ft�� (�) 'U' HEADER \-J. I 9�
<br />- I - - I I" MIN. TO 5* max. ______ -
<br />- 2.000- -_
<br />(R SLEEVE J* MAX, - , I
<br />Lutga-! @ ANGLE
<br />(9 "J- TRACK (j� PANEL-HMM
<br />-. "HIKIN"ORR,
<br />ii" � - - 3ZCG* 3ii4i- - , 6061-16 Altor j!47;%, 0_1/ALWW
<br />� �
<br />I L__ - 1�00* olln** � ,
<br />I— ri:;T ___1 I - I I � - - � " �. 1A &I (USE ONLY FOR 4-7 HANG STORM PANEL
<br />t .082* . ,
<br />: 11 -311- 666 � : dd� 470' __ _L276' MIN 11 -�;- \�tmstf ,:f S SYSTEM) 6065-TO ALUM, ALLOY
<br />� �
<br />i � . I I _._io r `* *** . -, =
<br />1.87i" I �( I--- - --- -- I -
<br />- I- , , IF 1 1-4 ,,� - 1- -E . z CODE (Non filgh Voloalty I- Hu Cone Zone)
<br />Z.Dw I- "G. = : No. 44167 FLORIDA BUILDING
<br />� �', MIN. * 0 -*7�-*- -- --, -* = .2m. oLn= M. F.P.
<br />� , - -. -
<br />_088� 2.7, jo�, I , NPI' 123, �,,, 7-tm 4 6 I'll -_ L_j I Z - 24 GABE GALVANIZED STEEL STORM PANEL ORMWV W.
<br />. _1
<br />f ) _., I _� �:-,;,�� -
<br />6 mp� J` i 050. � , .__�_�� -
<br />l T250* I -
<br />Is, �.___.SEE SECTIONS __
<br />'='
<br />� ,,I _, _ _
<br />� 2.0001 - - 11 I MIN I , \ GLOBAL PROTECTION PRODUCTS, LLC,
<br />- �- ,� 11LIEC 6m -
<br />.2'. - - A, -R,RDUN. COMPANY '100 S,w. 51 STREET
<br />.. _____ _ PANIC 11- =14
<br />Pat, - - - I call .-I., PHONE ()6114-7b.b� FAX,- (111H)SOB-6797 �1 &- 1 7 1]
<br />_� BUILD -OUT "E! (j� BUILD-OUI "E" TRACK @ & (p� WASHERED WINGNUT � -
<br />0 '� IA-0006710 _1 - I .. P.. - _
<br />TRACK ANGLE . QAAAAC 3 ALLOY) maj L, 'y I i - - - - I . . Is
<br />ww_ I I IF19, � I!
<br />I
<br />_____ INSTALLATION DETAILS FOR REGULAR-EAN") _________I
<br />-
<br />INTO POURED CONCRETE Q8 CQNCRETE_&Qr,���
<br />ALTERNATE CONCRETE
<br />ANC14ORS LOCATI
<br />CONCRETE ANCHORS - (SEE SCHEDULE ON EXISTING POURED "C"CRE'S
<br />(SEE SCHEME DINT- -, EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK L
<br />SHEETS 9 THROUGH 10 OR CONCRETE BLOCK REWRIED.
<br />REQUIRED. IF % -,:
<br />__ __T_ � �,� "_- LEG
<br />... , O= CONCRETE ANCHORS �-,-��,,'� "I
<br />��
<br />EXISTING POURED __ ,�_,� .. .- ,
<br />I I
<br />CONCRM REQUIRED I , __ I . ,
<br />L � HEETS 9 TH�RM4 C2)
<br />, A",�_ �, ,'.1,; L
<br />" " _ -��,,tICX,ASHAQIHEW - I I
<br />� 1,
<br />� fcl� I
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<br />I
<br />�1/4- , _ i 1/4'
<br />1 _TF. "'..,xv, FIX � OR
<br />m W ��-__",',�,�'.`,'. L L ,/zNv` � - .t -
<br />1 1.
<br />IMour - ,- I COULD I, ANCHORS , I � -_ * 1� 1/2* MIT ,. I., MAX:
<br />, -
<br />----I- I
<br />- ,,, " . I I
<br />I - -
<br />(SEE SCHEDULE '.- I
<br />4 ON - I ;
<br />a.k iT� - - - -
<br />,,,, LG � ;
<br />T I L
<br />I ! SHEETS 9 THROUGH , , ,�, ,�
<br />" tz� ; IL. " i
<br />� I
<br />� --..--e � I
<br />1
<br />4 - TO Max,
<br />I I)- ; ED ,','�, .�,,�� 1
<br />-1 Wait, , ,/4- ot, � "I �,. � I 1:, 1, I , , " n I
<br />"
<br />j� - . _1 " I I
<br />-
<br />! �,�,,��,-�,�`,' i , _ �1_1, , I - , � " _', . AMEL LENCTH
<br />I
<br />1 � I
<br />- � -_ o � 1; 1z 11 x� � (P
<br />,; SEE
<br />1 "
<br />mv-� . C 1-0, �,'�'.,�'..�',,., " I : 11. 1 SCHEDULE
<br />i t ON
<br />f,t A
<br />! �, , 'IX - ;N wft �
<br />1 7 I SEPAROTIO" � C, l, Fog =4
<br />I I I. '* :
<br />0 I
<br />'zi. [
<br />- I AL SCHEDULE
<br />I 11 ,- �_, ,-- - i ( 70 GLASS.
<br />I . mmm : ON SHEETS
<br />ii If , om fol, FWAL _____T91`,_7� SEE SCHEDULE i 'k/,.;E�
<br />'�� i
<br />,.;� -1 .L. MA, 11
<br />TION T.? .G.LASS AL
<br />I
<br />I I VIL, k -f usaxi, ottm Y-n -4 (SEE SCHEDUL ON SHEET 3) 1 SPACER
<br />,,,, Wa 9 in ir
<br />I iv A, � ---
<br />I I T ' PANEL LENGTH SHEET 3) A �- w to L Mo., - � 'v
<br />0 1
<br />I .1 'A
<br />- -
<br />L LENGTH I ,-, I UNIP,I - x`�`)
<br />R - ")L' J, I (SEE SCHEDULE I � I law. =n PANE' I
<br />I I ON SHEF1 (SEE I ,
<br />I I
<br />IT MIN. , 3) 1 t , - 4
<br />--
<br />SCPAPATIDN - , � 1 SHEET 3) *
<br />"I, S", m-�
<br />I
<br />IT 1 1 f- =9 , I- ., ,
<br />TO GLASS.
<br />-1 .
<br />- _.. "
<br />SCHEDULE - (1) t -_ __ -- 116) 1 I- -1 I---.-- L 11"j
<br />I - - - --I
<br />i 1 ]
<br />�
<br />g(SEE 4 _ 11
<br />SOX F - - - I
<br />h ON SHEET 3) 1 I [ 1,,!�� III I
<br />I OF *L' ' L � �'L , OF It: I
<br />�, 1� - , ,_ :r 1 I
<br />I ' -
<br />i (T)
<br />a* - MAX �' , ,
<br />M". �
<br />,. L �� I 1, "... 1, ! - .
<br />- r, - ,_ - ' LLL
<br />_
<br />'' T L � 1 �,_ " ' L�,
<br />_L D5 L 11 11 I I 50%�
<br />I C4 � ]_ 4 � �.;�L �j ''
<br />' ' I ]
<br />��;;_11 J@ ! ,I
<br />IT , I 11 I I F 11 - I OF,
<br />I 0 112 1/2- , 11 _1� . - � _4 -1 . I �.:�, - I
<br />C",
<br />i
<br />. _. 1, I 'Ar :� : -_ I MAX
<br />I Cis' ! I I . _,,-z'
<br />� "
<br />I I � - - ==A, 1 t'
<br />,I ki�� ___ I I I -.`Q._-�w I C__ _______ - I
<br />-
<br />0 �W`,, - , I
<br />�
<br />I
<br />, CONCRETE AI,LCHORS� . CONCRETE ARCH R5 ... I
<br />I,
<br />%,; ��,� _� " " ,`-, -- � � �1� (SEE SO �_._
<br />,�_ �`�L ,`,'�'�� - " NK,�,,�'�,��,�` -
<br />EXISTING POURED -, ",��,� . ,�, , ." SCHEDULE ON """:, � , (SEE HEDULF 0 Ij " I
<br />, .11
<br />C#
<br />I
<br />�,p SHEETS 9 IHRO_LdH 10) L
<br />CONCRETE , L.. , �.-. � - _ � : �,' � - �` EDGE OF WALL OR SUIB SHEETS a THROUGH 10) ;:'�,�r,'�?"",'
<br />, , , � � : 2 118- ,LONG MAX. ALUMINUM
<br />, . - . 90,
<br />, ", , , ::,:
<br />REQUIRED '�4 .'r., � �`T, (A�T. CONDITION) '1�11111 �, - ill SPACERS 0 6 1/4� 0,C SYALLD FOP
<br />� 51 � , EXISTING POURED CONCRETE ALL DESIGN LOADS AND' ANCL
<br />. L OR CONCRETE BLOCK EXISTING ROCKET) CONCRETE - LENGTHS PER SHEET 3,
<br />`
<br />61111 "
<br />CONCRETE ANCHOR5L. REQUIRED. OR CONCRETE BLOCK � �
<br />(SEE I � REQUIRED _ 4
<br />SCHEDULE ON - - _E,D � -- ;; iWr LOW ALUMINUM SPACERS st
<br />"_) 1/2' 0 C� (SEE TABLE #I ON
<br />S, _�
<br />40m I THROUGH 10)
<br />SHEETS 0 & 10,)
<br />CEILING kNQ I MILI'mobi 5
<br />Z Rr MQUNIING MOUNTING WALL MOUNTIN2 I'll, WZMACERS (M QR Q
<br />SCALE 3/6-1- SCALE 3/8-- WALE 3/8-1-
<br />I
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<br />A. 14;��
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<br />�"�� ,� I
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<br />,,,-4 ..-' \CEN,T�`j%�
<br />_ FLORIDA BUILDING CODE (Non High Velocity Hur Icons, Zorts)l
<br />z
<br />�, ' oUaQ mg0a. - "O.
<br />z . o.44167 , �� 24 GAGE GALVANIZED STEEL STORM PANEL PROM IF,
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<br />Cf.' ELEVATIOt!
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<br />! SECTION A -A 1��
<br />� 11 N,T.&
<br />(1) L.; MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN 'CISTILRE ALSIL DESIGN WAD
<br />L MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE X&D, DESIGN LW.
<br />(2) PROCEDURE TO DETERAMME MAXIMUM PANEL LENGTHT
<br />ONENt A POSITIVE A.S. 0 . DESA;N LDAO, DETERMINE MAXIMUM PANEL LENGTH *L.* FROM SCHEDULE
<br />OWN A NEGATIVE ASAD� DESION LCAIL DETERMINE MAXIMUM PANEL LENGTH *t` FROM SCHEDULE
<br />FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO T ,K MINWM DETERMINED PAWL LE14M
<br />BE`WI It+, AND IL-1.
<br />(1) ME SCHEDULE BELOW FOR MR, PANEL LENGTH FOR POROSITY CLAUJITCAGNON
<br />. WVALLAT06 INTO WOOD ARE UMITIED TO i 95 p,Lt VAX &SD� DESIGN PRESSURE RATING
<br />ASEFOW�M 0, I 0 6, It FOR MAX, &S,D, DESIGN LOADS & MAX� PANEL 1XNGTR5 FOR
<br />*:: .10,44167 "' B Focht rATdOX INC,
<br />I z
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<br />. * .* B -Z� *
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<br />, ":V�, TATE OF -' � ___ INC.
<br />�,:,-",��- ORIDI, . � - I - MTE02. E;�n
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />PA.
<br />Wbo"I IP.
<br />.OBAL PROTECTION PRODUCTS, LI.C.
<br />""1m'/m-
<br />.w 'UtI. 51 STREET
<br />w1w. FT- 2L!'".
<br />;`�� fftai) _`RHiL TAX, V_XRg_7
<br />20-175
<br />-.1 - I-
<br />DRUWNGW
<br />, I , I . I I
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<br />_____ ---,---- - -
<br />INSTALLATLQN-QETAILS FOR REGULAR P (f)
<br />IN10 WOQD STRUCTURES I I
<br />11 I - ... � ..... -1-1. - - - I __r - 0, ----,-,---,-,-,
<br />-- L- - -�I - I I I—— �
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<br />r �j� I SEPARATION I � I
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<br />I
<br />, , - , I � '11, � 1- 'TO GLASS. I ,
<br />, .. A- WOOD ANCHORS : I t� 11 - I --- I
<br />- !I! SSEE SCHUOULE ON I � - �I, , . (SEE SCHEDULE I ,/.7#-2cx,' -
<br />� -
<br />�! SHUT I 1) I i�� 3) I ON SHEET 3) - V11111.
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<br />WOW HEADER 1_ , I I I) 20 WOOD ANCHORS �� 4 . ! "', (SEE SCHEDULE
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<br />REQUIRED ,CHEDVL, _ _ �, - �:� I - I
<br />I I ,:, I (SEE 1 _ ON � ,_ __ - -, .. I ON
<br />I - - - __Y__
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<br />: � 1
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<br />0 �, , . , SEE NOTE BELOW FOR LIMITATIONS FOR
<br />- _(�
<br />I SEPARATION I 1. it ! 11 1, Mo. � 1 ,, , I � 1 1/2' LONG SUE711M
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<br />EXISTING I - I I � 2*A4 - I
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<br />1 . - 9
<br />L-- - �,L - I __ .L __ I # * 1
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<br />1 T = - I � 4 !
<br />I � L �r_� 1� SCALE 3,76.7
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<br />It I � i I I! F 0 12 1/2' OLD, SEE TABLE SHEET I 1 OR MAX. PANEL LENGTHS At
<br />i SOX
<br />.I � . MAY� A-S.D DESIGN LCADSFFCLF? THIS INSTALLATION,
<br />1� i ,
<br />I I Or IL Ed I , - - � �7 . , �� 1 �
<br />, 1 - , MAX, ,
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<br />17 I i , - �� -
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<br />., . .1. 1 3/4� 1 a 12 1/2- 0 C I I � I � - h; �
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<br />r_, I 1, , 7 i z - __________________
<br />E� - - .. - __
<br />I_ 1 4- 1 I i � I � I ;
<br />WOOD ANCHORS * * mm I
<br />�
<br />tj - -- - -4911mm* - I A _7___j� ,.
<br />0 I., , 1. I - -1- - - - --41- 1 ) , � ", � STAGGERED W/ STUD
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<br />I - - TIr WL
<br />- � _� 1. � � I (SEE SCHEDULE ON
<br />.1 _:_� j �
<br />. - : � ; - _ ----"---! '" SHEET it) i
<br />I k A 14TIN 15'-Q'
<br />� I I _____ I �! � (1) -OWALIARCH a LIMITED M A Or === ANY
<br />I I I �� , � �
<br />i *bm MEA` - ""B", "a' "
<br />_(D i I
<br />2'.4* WOOD ,� � i I I � I
<br />OAMM Hes" CURRENTLY wo,"TED DR SHEET I 1). i .
<br />PLATE REOUTRO �1' ' ' 1 , �,4�_ . 'WOOD ANCHORS I I* x0m. SEPARATION To CLAM I.-, . L �,j 'Y - WOOD
<br />I --UD 1 ; 4
<br />I i
<br />,� I ii:Aoormu W/ 5, To "4% AS � T" 0), FEIMILE to OR
<br />) ��� 'ALI IM To I
<br />I � PLATE MUM
<br />'Itim, �
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<br />I : , (SEE SCHEDULE ON L444 AS THE . 0. , VA ) =r
<br />F1 " " - 11 ,:m
<br />ARE
<br />I I � "I !
<br />,1� SHEET I 1) OOMPM WITH, 3,w 'C". i
<br />] 07
<br />I !!�
<br />�I 94M 6) �
<br />, I AS DES" PRESSURE �
<br />�, . I i 1 ot �
<br />I ALATTRO IS 30. -AIS "A MAX 24 Cam PANEL Lvam IS LARTED TO "* AT Aw, OPENING. �
<br />]
<br />- . , I
<br />- - t MO IS A REPTIRKTION FROM LARGER FAM UENCINIS ALLOMEO ON I
<br />11 I M MAXIMUM SIOR11 .A.Q. LE.GTH S 1 WALL M i I smitioDUL SIWII I
<br />IRE I MQUNT
<br />� '. � I
<br />f I WIF (4) 1 1 a LONG WMOER COIAPOWW IM SHAIL K AS IMINATED ON j
<br />WALL MOUNTING I a) STORM FAND_ WSTAULATION IS MY ' ALTERNATI 2W I ,
<br />Iwo m EXISTING WOOD nVAIE WALL I SCALE 3�8_1, 1 gm I- INSTALLATION OF 12 t/Z* LONG SPACER 9A Int ONLY 1
<br />I VAUD MR WIND DGIBS, I. AND I AS DETERRED BY ASTI,
<br />ALTERNATIVE IW I I -I"s SIDUCAR ANI)` THE ILDN) VnA EDITION) OF THE RAW" '
<br />E D
<br />SCALE 3/8.1" (4) INSTALLATION V%DD ONLY FOR WIND �
<br />! SULMO CODE
<br />I ZONIC, 1. 2 . 3 PER ASITIM E I
<br />� L
<br />1999-dS. ! :
<br />I I 41AIMHAUHN44"
<br />___ , A ...___,_.__________________j
<br />411_1_11�s�� - -:,T/QN
<br />�?4't' `� ,
<br />NOTM zF ..-' �CEIV-.`--�F'lq
<br />� se 1�� FLORIDA BUILDING CODE (Non HIgh Velocity Hurricono Zone)
<br />NQJE FQRJQ�TIM: 1, INSTALLATION ARE ONLY VALID FOR VAX, ASO. ff � , & settle TLLIWA INC, -
<br />: , 24 GAGE GALVANIZED STEEL STORM PANEL I
<br />IGN PRESSURE . = - m"_ .,+
<br />DES RATING (p�sf) AND PANEL LENGTHS = * ; * .1 - .
<br />TOP & BOTTOM MOUNIIiNGS CAN BE AS PER SCHEMES ON SHEET 3 (EXCEPT FOR = . .*E
<br />. . 01/11/mad
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) -_%73,- STIAM OPL-�.` GLOBAL PROTECTION PRODUCTS. LLC. 'TV
<br />INSTALLATION 11 _ � z_Alttk-a�'_ 10ric ; ... FOOD SIC �, SdWET
<br />:f `.- ( URIU, - , 16Y. 1 /. n P, Y
<br />2. FOR NEW WOOD FRAME CONSIRUCTION: WOOD ,�, -, , , DuW. Ft- =I.
<br />", rze )v -.44, - - , I. 20-175
<br />__ 43 � , 0.9 __ P`4xxt�. (_)MW"_.. F�l ulb-"2
<br />MEMBERS 30 BE SOUTHERN PINE No 2, W/ SPECIFIC 00 Z�t' 34 &I I - - MWINO NV
<br />I I DENSITY OF M55 OR EOUAL� it, KI - .I - I - fm�_ i m_�w- I .0 -
<br />lawletow,ft/oAtr W&Tp ", Tug ., S.11
<br />FIX
<br />.
<br />- , ________
<br />---------- __ ___ "
<br />i
<br />�
<br />(C) 1Q_�y!1t&9_ww_A4jq1 _SFjEQkXM Er_Ti____ Q,�_WE` I
<br />SHOWN 0 III
<br />��� M A��FITMALUATMN D900nUgM (P ED.) RAS SEEN VEMPED FOR COMPUANCT 10 ACCOIZDANC E - 1/4"It TAPCON ANCHORS, AS MANUFACTURED BY 0V 9UILUEK, INC
<br />I
<br />WITH THE 2020 (7p, EDITION) OF THE FLORIDA 9LALGING, CODE THIS 51ORM PANEL SHALL NOT RE INSTALLED AT HICH - #I4-70 PANELUATE FEMALE IV AND PANELMATE PLUS ANCHORS. A' MANUFACTURED By ELCO CONSTRUCTION PRODUCTS.
<br />I vEUoCLTT HURRICANE ZONES (mlog-pildE / MROLWARD COUNTIES). _ 17/4�9 LAC SCREWS PER N_G.S
<br />DESIGN WIND LOADS S101 RE 0111INED AS PER $EN�N 1609 OF THE ABOVE MENTIONED COOL FOK A BASIC WIND _ _ /We, - ��/B* WOW RUSHIN0, ,AS DISTRIBUTED By ALL POINT SCREW BONT IF �iPFCLALTY CO�
<br />SPEED AS REQUIRED BY THE JVRISDICT-DIN WHERE STORM PANEL W;LI BE INSTALLED. AND FOR A DIRECOONLk-PY FACTOR
<br />KD-43.65, USING ASCE 1-15 AND SHALL NO EXCEED THE MAXIMUM (ASO.) DESIGN PRESS-JRE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112' AND 2' FOR ELCO PANE'JOAIE PLUS
<br />I
<br />3. 9 THRM 12 & 17, 16 AND FAMELMALE FEMALE ID
<br />IN ORDER TO vEMRY THE ABOVE CON CON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE ORST
<br />PEDOCED TO ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 06 tit ORDER TO COMPARE -,HIM W/ MAX (A,SO) I 2) MINIMUM THREADED PITHEMMON Of LAC SCREW. INTO THE WOOD FRAME VNIT SHALL BE 1 1 � ' - NO THREADED
<br />DESION PRESSURE RAIMS INDICATED ON SHEETS J�. 9 n4RU 12 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED A� PART Of THE REOUPED THREADED PEN rRATION
<br />IN ORDER TO VERIFY THAI ANCLIORS ON THIS P,E,D AS TESTED WERE NOT OVER STRESSM, A M% INCREASE IN �OWAH"i
<br />STRM FOR VA D LOADS WAS = USM III THEIR ANALYSTS. FA.17rEtItRS SPACING M. WOOD HAS SEEN DMUDALNEO IN C J) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SNAILL BE AS INDICATED IN ,-HIS M. AWiNG
<br />ACCORDANCE WITH N.IIS 201IL
<br />STORM PANEL'S ADEQUACY FOR AIPAC! AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE " SECTION 1609.1.2 OF CA) MINIMUM PENETRATION 01F WOW eUSHING SHALL 13E 5/8* 1/4' 0-20 SCR_-W5 USED SHALL' BE 1 112' LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS Or SOUTH FLORIDA REPORTS 0814 01-Cll AND #0,1942-09, AS SHOULD ZFJI EXIST, MO 1" MINIMUM FOR WALLS WITH NO STUCCO
<br />PER SSTD I 2-99 ,k ASEA C 3"-02 STAtCLABON, AND AMERICAN TESIING LAB SOUTH FLORIDA REPORT #112"I-10 AS PER
<br />TI,,S-20 AND TAS-203 PROTOCOLS, ,AND AS PEP CALCUL.�ONS PERFORMED IN AC(�ORTTANLIX W/ SECTION 1604 OF THE C 5) IN CASE I AT PRECAST 5TOLNE� 00 PRECAST CONCRETE PANELS, STUCCO OF, WOOD BOARDS BE FOUND lot THE EXISTING
<br />' HOPS SHALL BE LOW
<br />FLORIDA'BLALDING CODE NALL ARCH ' ENOUGH TO REACH THE MAIN STRUCTURE BFHIUD SUCH PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & C,4)
<br />7 ALL ALUMUJUM EXTRUSIONS 10 BE 6OM-16 ALID� AND TEMPER (UNLESS OTHERWISE NUKED), SEE SHEET 2 ID) ANCHORS SHALL BE iNSTALLLED FOLLOWING ALL (IF THE RECOMMENDATIONS AND SPECIFICAFLONS OF THE MC�DR'S MMUfACrURER
<br />3 ALL ALUMiNUM SHEET METAt USED AT CLOSURES 3,4ALL 14AVF 3105-H14 ALLOY 8 (IANW WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLKTORI DETAILS SHOWN ON SECTION I THROUGH & (SHEETS 4
<br />4. All STEEL SHEET META PANELS SHALL HAVE STRLCrURk1 QUALITY STEEL, AS,rR A-653 GRACE DO MINIMUM, C-60 GALVANIZED ILTIOUGH S) EXCEPT THAT FEAUCIFSQ At a SHALL HOT BE USED
<br />STEEL UESIGNATION WIFY- §22 kt, (AFTER RQU�M), V M SHALL B( THE RE5PONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOQNONESS Or THE STRUMIZE WHERE SHUTTER 15 TO BE
<br />5 ALI SCREWS TO BE STAINLESS STffj_ 304 UP 316 A,SI SERIES OR CORROSION RESISTANT DCATIED CARBON SMIE- AS PER DIN ATTACHED III INSURE PROPEF ANCHORAGE THIS SHUTTEP SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />I`-,
<br />PENGTW AND �
<br />_ 'HALL COMPLY W/ r,CL
<br />50 IT W1 SO kxi YIEW STRENGTH AND !HL ", TFNSIU OF ,RICA FURLTANG CODE SECTION
<br />�
<br />2. �1 3 314 III EACH REGULAR STORM PANEL WITH LENGTHS OVER DOL'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES IW, 3W & 4W ON
<br />g
<br />6 , - SHEETS 4. 5. 5 & 7 RFSPECTIVC,Y� SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKLRG !NSTRUCTINC C"CP OR TENANT TO
<br />I ED I-. TO BE ASTM 307 GAIVANigED SlE1_ OR AVSR ADA SERIES STAINLESS SIEFL WTITH 35 UXi, MINIMUM YIELD STRENGTH SECURE PANELS WC'H APPUCA13U RIDWORCEMENT DURING PERIODS OF HURRICANE WARNING "
<br />I
<br />!
<br />i � ANCHORS 10 WALL SHALL HE AS FOLLOWS: 11 THE INSTALLATION CONTRACTOR ,S TO SEA,/CAVV ALI, SHUTTER COM"W. EDGES W,CH RE"N WI CONTINUOUS CONTACT WITH
<br />It
<br />THE BUILDING TO PREVENT wLHD/RALN �NTRUS&014 (11
<br />(
<br />,A) TQ Exom_MgR�ELI=�f.
<br />a
<br />- 1/4-0 TAPCON ANCHORS AS MANUFAITTVRED BY LTV RVILOEX. INC (Mim C-319, PP.," 12 STORM PANEL NSFALLAITION SKkLI_ COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY OULDING X40 ,'ONNG REGULATIONS C%
<br />_ 1 14* 0 , 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DCWALI INC PROVIDED BY III[ JUgSDLCTKN WHERE PERMIT IS APPLIED TO.
<br />- 1/4'0 � 3/4" SOVD-SIET ANCHORS, AS UIS1FIBUTIED By ALI, POINT SCREW, SOLT & SPECIALTY CO -,
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