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<br />-
<br />�.Z., , � - --
<br />lisl�6-14zil*,Mi.l.,�-YA,�,�#�-M3=4B:�.',[,Wif-]:i'MW-1,14 III �
<br />�Vf��-l-al.'�liwaa..,;A;F.i�i . 01. .- G,; - ..
<br />MIJUMUM A-S.D.
<br />ORC;AiG P I
<br />IL
<br />MINIMUM SEPARATION
<br />PANEL
<br />APPLICABLE TO
<br />RATING r.51
<br />(SEE )
<br />TO CLASS
<br />CONDITION
<br />SEC71ONS
<br />+88.0. -7&3
<br />70* OR LESS
<br />2 9/15-
<br />BOLTED -
<br />I'. 2% Y, I'vi
<br />-
<br />+66.0, -75.3
<br />70* OR LESS
<br />2 7/8'
<br />BOLTED -
<br />C 81 4'W
<br />-
<br />- =��F"1=`61` 5� M.5, At WIMUNUT AT OVERLAP A � OF PANEL LENGTH
<br />PANEL
<br />w-ij:41-illw". ,M--]*--il,i.m;i-.,I*-t-ilj.;41.j�lti'[MC.IMRlrl.[-JI-�o,'.I.i*-,i;l-'�ilit�[�R!L',.411.ii]'W.I,r.q:[.I�
<br />101 ,c = 001-01; "I'll" �11111111 11,
<br />- - I ��411111[-x .1111, "
<br />m- .4:119� --- - A =
<br />�p � " - 9"W"mm I
<br />MAXIMUM
<br />A.S.D. DES"
<br />MAXIMUM ANCHORS SPACING FOR E. 0. - 3 1/2' -
<br />_7MOLUCE
<br />APPLACMILE TO
<br />So'na's I At
<br />ANY COMOK4ym
<br />- -
<br />MAXIMUM PANEL
<br />Loom v (I,)
<br />PRESSURE
<br />RATING
<br />(P-0
<br />TAPCONS
<br />I CAUI-
<br />I PANELMATE FEMALE ID
<br />-
<br />I PLUS
<br />TO COWIREM
<br />-
<br />TO CoNcium
<br />8,00K
<br />To COMCNPM
<br />TO CONCRETE
<br />QUICK
<br />TO CONCRETE
<br />lem
<br />- CONCRETE
<br />- -
<br />I BLOCK
<br />12'
<br />NIA
<br />12'
<br />N/A
<br />-M.W=Ell
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />-
<br />V It 2- (TOP)
<br />II"
<br />'. *
<br />w -
<br />3-
<br />-
<br />'.
<br />4-
<br />'.
<br />4=1+
<br />12'
<br />-
<br />3.
<br />12'
<br />5"
<br />1.
<br />1.
<br />1.
<br />--.!L-
<br />1.
<br />Igamom)
<br />SER 1ODO ++
<br />-66.0. -75�3
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />12 1/2-
<br />-
<br />III
<br />2' (eorioNi)
<br />-
<br />70' OR LESS
<br />1 r
<br />N/A
<br />6 1/2'
<br />j N/A
<br />, 4 1/2'
<br />, N/A
<br />, 4 1/2*
<br />, N/A
<br />3' (TOP)
<br />12*
<br />MIA
<br />12'
<br />N/A
<br />9 1/2.
<br />N/A
<br />9 1/2-
<br />H/A
<br />3- (SOTTOM)
<br />12*
<br />NIA
<br />12,
<br />N/A
<br />1 ]2'
<br />/�
<br />12*
<br />N/A
<br />4' GOP)
<br />12o
<br />6-
<br />-
<br />1 2-
<br />,
<br />9 1/2-
<br />_
<br />_
<br />1 1 ; "
<br />2*
<br />,
<br />IT'
<br />4' CBOTTOM)
<br />-
<br />* UMM 70 SILO p..J. A.S.O. DESIGN PRESSURE RATING,
<br />ABU SWEI` 26 FOR 46DOM TYPE A SPACING FOR WALLAT06 too WOW
<br />I%" OUILDINO,
<br />MINIMUM ANCHOR SPACINGS NO M14MUM MOE DISTANCE ARE INDICATED ON THIS
<br />SCWIXU. FOR M LESS THAN INDICATED DR SCHEDULE RSDLCE ANCHOR SPACING
<br />BY MIXTIPLYING SPACING SRO" 00 SONEOLILE By IF* FOLLOVING FACTORS. MR
<br />THIS OPERATION 10 BE POSSIBLE MUM SPACM OSTAINED USING FACTOR SHALL
<br />Not BE LESS THAN MINAM SPACINKI OOMTM MR DOI ANCHOR TYPE AT
<br />ANCHORS LEGEND.
<br />ANCHOR m
<br />1/41.
<br />_1/41.
<br />T N 4 ICH
<br />__Ile
<br />=--.-
<br />T " -�-.
<br />�-.j
<br />At, Amman msoaKi D.)
<br />a
<br />3
<br />3
<br />21/2
<br />- Am-= I- go
<br />3
<br />"
<br />,
<br />1
<br />,
<br />.,
<br />-
<br />, /2
<br />i 'it
<br />4___
<br />Naft irA PINE MONM
<br />FACM
<br />Ile
<br />.M,
<br />1
<br />- ----,--I
<br />2 Ilr
<br />I -
<br />I
<br />-
<br />-
<br />, ---+`-�-+
<br />1 3 I/V
<br />I-
<br />I -
<br />I --i
<br />FV,-�-O
<br />+ RECKARES Mac DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND Q TO SE- 1/2* 1/2-
<br />v M
<br />F�l "
<br />I
<br />++ RECLINES Mac DISTANCE BETWEEN BOTTOM Of PANEL i
<br />AND 0 TO BE 2I/Ir 3/18-
<br />v Mac
<br />CQMPONENTS FOR REQUIL&R. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1 -)
<br />i -------------I5.Iw (TOTAL WVTH)--.-.-.----, -2-197 --- --- i
<br />. �
<br />4 12" (EFFECTIVE WIDTH0----------------------7 i -.193, Ij4'#2W/4*
<br />l----- ---------- --1aw17 1 750* S.S. STUD RIVETED
<br />�
<br />J � , ! .18 - F ox
<br />I I '�6 1/4- ".)-� I I
<br />I L - i .37 . ,---� = e� 1/4�
<br />I
<br />IWO- "47� 1�- 140'- 1-1 40- I.AO.- /)\ : 112M, f - ow I p , - .ow . - j
<br />I ,
<br />, I I I � ;1.500* � I � 4 i 11 I 10 (WAY BE REVOEM)
<br />I . -
<br />I F . -- 1
<br />1-- F
<br />1-1\ � I
<br />� I 11-
<br />�2w�-,- -�>- I �
<br />� �
<br />/L;--�---
<br />I � 0.024" Mh� TAM v i
<br />3.3,15, i I.
<br />M 6 - ,
<br />I . 1�6 ?I- I I
<br />/f
<br />EDGE 2.0 30' I 'W'. - � L "'.1.101
<br />i / GRADE 80 WNW TYR .260" 1 i I .. S�
<br />i GSD OALV. EWE - ' I 21�5- I L -j ....
<br />z
<br />�
<br />-- UUM A 4r i I
<br />- -------- I ------ I � --Im) �)
<br />- .375'
<br />[-.
<br />(D STORM PANEL I I -W'� DETAIL A4 L---L- _
<br />"ODO' ____�
<br />PANELS SHALL BE INSIAUED ALWAYS -2.307'-
<br />FROM LEFT TO RIGHT W/ 1/2- LED
<br />AT DO AT LEFT WE OF PANEL
<br />(�) "B" HEADER (�) 'r B9K (�) ANGLE WITH STUD
<br />1�
<br />- . I TTPL TOP EDGE - (WK)
<br />v� OF PANEL 0.024
<br />PANELS DAD UP "-�, �', I - . CALMOZED STEM
<br />W/ h6i1ib-6iE .375* i ..
<br />I- -
<br />i I ,AWL r-4
<br />��.r ,- a:0,05, 1 .� � A
<br />- -TI MAX , I
<br />I - 1 1331, 0.270* �, .,�- �, L
<br />, I � ". Do' so � � --I
<br />. i
<br />_1 0.62K-,�j 0.250*0
<br />1 . A25* 11
<br />- ----- 2-591 * --- --- -� f�� ,�, m ... I r.- --V , -04LE7001 .-H � I
<br />,_1
<br />� � I L- --r I
<br />-- - -2-250- - - : I I. -- Tr.;.-� -p- , OR @0
<br />F- --- ;t ISOMETRIC VIEW DETAIL A .1 . "I
<br />ROUNDED CORNER 0 ENDS OF PANEL'S ..., 1�, il
<br />� I - 4A,. .1m, r, - �
<br />I I ENO W/ EDGE. I �
<br />UP HEMMED -(-.
<br />� I .I 25*
<br />�-2.378- ---� I
<br />� (NITS) .375" i
<br />I .
<br />� � TYPI BOTTOM ACTA&
<br />i -- i � SIDE Of PANEL
<br />� 2.51mv IF . I --"----77t
<br />t � 91 mr .
<br />SO i . 7w�
<br />3,7� � (�) IM HOLE WASHER (�)
<br />i .072' ".) 3105-HI54 ALUM. ALLOY KEY HOLE AI PANE � I
<br />� � IT- ----'
<br />t . I
<br />. j 2.1?4- s I .SEE SHEET 6 FOR ADDITIONAL
<br />� I --j,7w �- �Slr :
<br />- LIMITATIONS F SLEEVE L04TH 6 1 1'.
<br />� I I
<br />. I � I - -ml - 1 125, i ONLY VAUD FOR INSTALLATIONS INTO
<br />: I - WOW STRUCTURES.
<br />: 1. I ,. (�) SLEEVE 2 1 /B (TyP-) :
<br />I � 2W L ; F- �-;
<br />. I- MAX, :
<br />L
<br />I . i LOGTH .
<br />L . I , ; I
<br />L-11f " .-- - i - !
<br />- �---A -2.CW---- , . ?So,
<br />. i I 3.
<br />1 ;
<br />1
<br />I
<br />L-1
<br />L - I
<br />- L .Iw 2-ONO" 1 �
<br />----2.S0'- t..II S* or-)i � I I
<br />-0�11 10 - � [.75W -5Q* I
<br />, �,
<br />(�) HEADER (�) -U- HEADER i I j -`
<br />-REV'e
<br />- -I* MIN. To 5' Mac I
<br />i
<br />L
<br />. ---2.OW*
<br />�R SLEEVE iii MAL
<br />@ AN011.9
<br />09!h .A." (B or-m" (9 EMEL imINGER
<br />3.000- "AA.H.,
<br />� --- 3,000" .38�
<br />.374* . � . ATi� P, (1 1 X MOE)
<br />i �am : Tkj��4\
<br />, I - � � -, , ,
<br />0, , (USE ONLY FOR E-Z HANG STORM PANEL
<br />--- T",-,---�-4r.- i , - . . Lj�, -- - ..� , If
<br />, � - a IN ,0' "
<br />� .470' �275" . , *T.-`8$,ENs
<br />z , j It SYSTEM) W63-TS ALUM, ALLOY
<br />, .
<br />T I I _ I .--I M 11 . I . III . . I
<br />. ; f I r--. --- - --- 1 ... No. 44167 ' - LORIDA BUILDING CODE (Non High VWocity, Hu cone Zone
<br />1.6, I . G�Cc.v T I.M* ASO, . F )
<br />� � 21 I , Z 1��- -
<br />, 1
<br />`
<br />I
<br />� '. L 0 - * IMITC0. INC. F.P.
<br />, I., � ;5. 0 (12:I MINL, 0 � * �. �*j .=
<br />$ JOBS' 123 ;:.. . v- - - . 24 GAGE GALVANIZED STEEL STORM PANEL
<br />. )O --- . - � 11 -,a'. STATE OF ,'t� ORMAN ft
<br />C Ic [7SEE
<br />1 1 .p.. ""
<br />SECtIONS - _ 250' " O� A II, .4
<br />-
<br />---2.DW'--- %. � , ' 07/27/zaa
<br />� MIN. . GLOBAL PROTECTION PRODUCTS, U.C. wm.
<br />�, 1,--:-:� "
<br />L p f 11LIECO..
<br />�
<br />�'-"A�A
<br />i , 4M S.W. 51 SWW
<br />" '-' lu
<br />-2ow" _/
<br />q , 11010"
<br />, ."', -w. . MAL rL Z314
<br />(@ BUILD-OUI *F' (�) BUILO-QUI ME' TRACK g & (PO WM14ERED WINGNUT - I - M 4 �-:- S ----= �- -!`-� Pliow, (W)M-7515� I'Am'. Obipa"m 20-175
<br />-
<br />, CK-00WHI r.
<br />ali rm Wim,
<br />i 7,,M�dl,
<br />I MACK AMI (ZAUAC 3 ALLOY) pl- SIAVIIGNAC"R� 1= k, J`1E.
<br />i
<br />I - 1 FE91 , I I
<br />- - ---
<br />I I
<br />------
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />�
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS 7TME SCHEDULE ON
<br />(SEE SCHEDULE 04 I EICSTI No 1 SHEETS 9 THROUGH 10) EKISTING POURED MNCWF---- I
<br />OR CONORM BLOM
<br />SLC��
<br />SHEETS 9 THRELIGH to, 0 CCI.Cl�r ! REOUIRM. I I
<br />REQUIRED. ' LEG
<br />La RNATE CONICREME AAMCCHM
<br />AlION
<br />DZII
<br />ETE a -. (SEE
<br />. r POUZIffi
<br />-
<br />11 , I @ SHEETS 9 THROUGH I . ; I�
<br />.��.:,A. - , -1 - - ,.-.I- wx -So HEAC - I
<br />F- �
<br />j 1/4- i SAM 10, $M- OR
<br />,/.--m.,- � ma *1 - I
<br />1-7", � _jl/4"
<br />� MAX.
<br />I
<br />MAX. CONCRETE ANCHORS �
<br />- * ,2 Ilr 0� � T--,---,----1
<br />-
<br />11 T I (SEP SCHEDULE ON- ---� �
<br />� 'Ir -Ea.'. - --I �� �
<br />! I SHEETS 9 TR E,D.
<br />I I
<br />I . "'Aa SCALtS i I
<br />4�1 I
<br />[
<br />I v mac.
<br />i I _,- --.,A* a 114, cc � � I
<br />"� i ' ' JI i PANEL LENGTH
<br />I i
<br />I
<br />- I � E.� � (SEE SCHEDULE
<br />LZA. I i q I i I
<br />4 ---
<br />, 'R
<br />11 I � I Min. ON
<br />I I - i -(D � 4 1 .1
<br />I -1�4'.9,IAm � (j) -.,I.- 4
<br />9, - 11 I - � i � 10 r , I ON SHEETS
<br />9 -11 - - � e 20,
<br />/I UNCIN am T-41 : . . V0 � C- I
<br />;ar,4 ma TION TO GLASS. 1 1/1'1-2111' � BOLT$ 9 & I
<br />I + - � - - - - - - 'L* Mac -i (SEE SCHEDULE ON -- I CN- 3) - III,
<br />- � ". , I - " 9 " I. 9
<br />go I I - I SHEET -v 'mGA. [
<br />PANEL LENGTH L __ -- .. ,, - .r,�-j WFURFAMIL
<br />� UMN =1`0 PANEL LENGTH - -on
<br />It , - -,--- - AL. I (SEE SCHEDULE v 7.NA,----- ��' - " Im FoR t !
<br />, - 11=1' I
<br />(SEE SCHEDULE "'�. - I
<br />I RTI --`R� I �� I -- -1 ON SHEET 3) . �
<br />. i . . �
<br />I
<br />TO GLASSL I � i ;
<br />( i I- A .. 11 - ! i
<br />i -,;w
<br />;;EF7)- I 56% ; I I � .
<br />OF "L I --(j) j I
<br />I I ; I OF V : I I
<br />� I i �
<br />I MAX, mu. --(D i .
<br />I I
<br />I : . I
<br />(�Y-1. ,-L- -JA i I � sox
<br />I � a � I ; - ;
<br />� 'L*
<br />I - 1 . 1: 1/27 . I ! . - --- ---..L ---- - -,I b OF
<br />- . :
<br />� � I . .
<br />I I ! I MAX-
<br />:
<br />. : I ! I I
<br />I � �
<br />I .
<br />I I -I ! 11 I ;
<br />I -,.-1-j L-1 ", - IS I 1 �
<br />i
<br />, CONCRETE ANCHORS %*W!�..?v CON I
<br />�, [,C�
<br />EX�Ulilkl'171 (SEE SCHEDULE ON (;;iz��Y';: I - --.-i---j
<br />mmmi�\,' "ii\ i
<br />; " w- mommem S14EETS 9 THROUGH 10) SHEETS 9 TNROUGR 2 1/8- LONG MO. ALUMINUM
<br />6F
<br />��
<br />11 OF WALL 0 SLAR
<br />,
<br />, 11\\1 COW SPACERS 0 O,C� VAUD FOR
<br />REOUIRED OMON)
<br />="
<br />I A14, ALL DESIGN AND PANEL
<br />i �
<br />6�liii-RLCZR ------ EXISTING POURED CONCR � LENGTHS PER SHEET 3.
<br />IFS / � OR CONCRETE BLOCK -- �
<br />REOUCRED-
<br />(,StE Nm,un,w- L REOUIRED. * I" Mo. LONG ALUMINUM SPACERS 0
<br />--_. t2 IIV O.0 TABLE 01 ON
<br />Ji THROUGH I
<br />SHEETS 0)
<br />,(SEE
<br />SHEETS 9 &- 0.)
<br />CEILING Ajjj WALL. MOUNTINQ /QIRQjjM W/SPACERS (9) Oft
<br />G3MMOUNJING BUILD- UT MOVINTING
<br />5EFICEON 5
<br />SCALE 3/1". SCALP 3/8-1, SCALE VS-1-
<br />,EHH4II`NtJ%
<br />0,00. 1 4
<br />K ... �... �N
<br />/,
<br />111P.-C, IN .'
<br />�r -.1 \� se%!� 'k FLORIDA BUILDING CODE (Non High Velocity Hu iconit Zone)
<br />z *
<br />. 0. 44167 1. S 441= TILTEGO, - F.I..
<br />= -' 24 GAGE GALVANIZED STEEL STORM PANEL DR" EA;
<br />= * .., * I * -B
<br />OTE MR COMBINATION OF' SECTIONS = � � m/n/mm
<br />E.D. -( EDGE DISTANCE % -&-.. STATE OP------J�4;9�1 GLOBAL PROTECTION PRODUCTS, LLC.
<br />SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE * 4-M �L. 41130 &W. A STREET
<br />-
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY �... .10 OW& I'L 3334
<br />J-1.75]
<br />INSTALLATION. - I- mg;-:11S MCI= Ad PHONE, (WXO-M41� M (04)639-8717 _ _
<br />ILIUM iti. ....'... - �
<br />UI - -
<br />� �! CA-0001710 - m-
<br />- , 2! -.0 A TAJO " , m - ,!
<br />0 '! . I.
<br />I FLORIDA Ual I 41 wpX . . 11 FF 91 . I I I .2
<br />I I
<br />INSIALLATION DEIAILS FOR SERIES 2009 it 1099 E-Z HANG ST9RM EANEL
<br />INTO EXISTINQ W09D 5TRUgTURES
<br />�
<br />- � - --
<br />. / 1/4"JI LAC SCREWS a V D.C. W/ .
<br />- - - - I I 1/2' MI,, THREADED PMTRATTOI 11 �r�/ I ; - = 2',C WOW
<br />'- ' ' 'I ;/4-0 tAC SCREWS 0 6- OZ- W/ ,1 -TC , HI
<br />, EXISTING WOOD HIADER- "-4 � RAT IV REWIRED ;/4'0 LAC SCREWS 0 ir 01C, W/
<br />I/Z- ma, THREADED PDSEWT)m 11 I �, c � ON EDGE 1/2- ir- THREADED PERETRAIM
<br />/ .� -10 DOSTING WOOD WADER. I \ f 4 � 1 --- @ L #U.1' SM,5, , , ; , WADER
<br />�:�t� i I ", ! ,I / , , , I : . Am
<br />, MS. I III 111 EA Mo OF (D \ I ;
<br />- & EA. END Of / /�` -
<br />I I (9) @ 3 . . � , � rK WN(I
<br />� 11 1 ) � � I i , 11 1/.--2W/4" Tft% , � ,4, - . . LAG SCRIONS a e OZ. W/ / f . C.,L #IIA!, &M-',;,i @
<br />, I � � , 1 1/2 w,. THREADED POIETRANOM I 4 - END
<br />I � is I (SEE MAL 1/24 A I FZIP I To ExmTARG .am HEADER " "J", -EE orl� 112,I &
<br />i I 3 LI TA
<br />.1 C" J14.1- SALK .
<br />I � , OF EVERY 0 0 EA. Do OF 0 / �7 11 ,-I
<br />WOW WADER I I ,�= POP RNEI I I I
<br />- - (SEE ir & i
<br />REQUIRED I NOTE A=
<br />-- - L -.--- AoGG ER REWIRED I 01
<br />- I
<br />� 2 oller WWL Z(A'2413/4* � 4 . a- A.
<br />- SUAIRAI)ON - j . Saimn) - I
<br />2 II/Ir w, to CASIL 'S'.w/ . AE' N 32' 1
<br />7/6 OW2 I, -
<br />- SEPARATION - 1 5 Waw a U Ir OC� I
<br />TO CLASS. i�� EVERY OVERLAP I- 2 7/4' �
<br />i � - SEPARATION- I ;
<br />-- ,--- -"- 11 4i 1 Y410-200/4� - TO MASS. I IJ4`-2OcI/.- 1
<br />1 - � i - - I 9 2 9ps - M�. . vp ?11/
<br />N@ I - - - SEPARATION - WXI 1. %% 5 I Lon/ I
<br />I �l TO CLASS. 1 r"MY wobip
<br />a I I VARY OVERLAP
<br />I P I .9 I I N@ I
<br />-A,- - � . I OE] 1 , 1 4 I - - I 19
<br />4 4 f
<br />:- , :, I I! I - - 19 i
<br />I" � I .1 ` "
<br />. - ." -4 . " .
<br />1 § 0 . -f I I i t3 I, R.
<br />I 1 , * , I I �-, i - -L- :9 11 - I . I I P
<br />/ @ Fl I I 1 '4 .M.1 I I � N . "
<br />-, �F'/;2 i EE I
<br />, 1 I,� .1 I . - - -1 b i -1, .51
<br />; i� . - - (2-.Y M I .1 T �, 1 i C
<br />0. I. I -\ I -I ,- I �
<br />I .-- .1 6 .3 I 1
<br />$ 1 4 �F-"-=tun/ RD Cwft I �--J t I I a 94NI2w/4- M.51
<br />i 2 ,4 i'" I
<br />,
<br />I i -w MOW) 1. ,2L8:,W,L THREADED - I I - LT Iffr
<br />i \ IT" 12 1/2- a C. I i I �� ,1% ,,.r2* WING
<br />I t/4-&.LAG SCREWS 9 6- O.C, L - . 8F � ii - �-Iw/,.
<br />i THREADED MrDUWD. Llulull 1, T5 1 N I Y, " so THI (SET
<br />I q,;H., FIAT OR ON RE" - 14-04Y I . MORE fA allW
<br />Zn, Oi I AT 11,,2f* & w" / , v",e.-"'/, �� 1i ,,, ;a-204/4' MJ& W/ 7/4%3/32'
<br />� i _,. PVI . / W , Cam. mur 4 121 oc.
<br />MAI. MIMMON A - IHw ( WITE ,A BELOW)
<br />1000 11 11 .w SCREWS 0 -;* ox� w, 1 410
<br />ift 4 - INSIALLAIM � 1/11� W. TH",M)EO1E*VM-TUMR41XW (2 . A. 1 21 mill �= WIL
<br />ROW I
<br />W61 MOUB N.- 'v"`CtV;A EDGE M ALTERMYE 2"W - � --1 -1- RED M OF PLATE
<br />SCALE 1/4,.I* 11 - M41. 2,x4,* WOOD T OR ON EDGE
<br />/ I 1, I\ PLATE PEOUVRED FIAT
<br />I
<br />I
<br />,
<br />-
<br />I
<br />ALTERN&M I "W �' - , ,
<br />SCALE 1/4'.i* , i �� \,, . NQ
<br />I i BUILN�IAUATV
<br />MO= I R I
<br />, &jj�MUINTING ALTERUJIVE 4N
<br />I. INSTALLATIONS ARE MY VAUD FOR BU- T ALS.D. DESIGN LOADS I AJHJtIHI#, SCALE 1/4--t-
<br />LIP TO .86-0. -75-3 W AM PANELS L04M UP TO 51-101� RNATIVE YAW
<br />2. FOR NEW WOOD =p ESE �,, ,,"-,g�K. 1L/?--& SCALE 1/4-- J�
<br />DOM WOOD MEMBERS To BE SOVIRERN I 'k, "'� 1� . L'. 'Il, . - . _
<br />i
<br />PINE Ra, 2. A/ 0.55 OR POUAL � AVI
<br />I I ,::K--,\�CEN,q6-'%. 1p
<br />I ,-, .
<br />I Z, .. . �i FLORIDA BUILDING CODE ()High Velocity Hu cone Zone)
<br />11 - '
<br />B : No. ,16T '. S e2m "ATEM m F11-
<br />= *: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SIDE ]COICK , ON a I I **i 00,001Y I
<br />.:iM- - ,� STAT OF � -
<br />1000 OR FW .T;K. W-2F - ...,
<br />I WELL M a Ar.L= - I =8ADER - -
<br />ow.. - C DOE.
<br />j VA"TIVE TOP HEADER Ok � ;; ASIA) S.W. 51 STREET
<br />'
<br />S -, x , � n"�- -X - Ic. - MA, I= 4AMM . 0- ,,AWL. ")M-750, to! (GSARAII-Am 20-176
<br />mmou %�-P---�."to GLOBAL PROTECTION PRODUCTS, LLC. """'
<br />-MAW;�wl z
<br />BOTTOM MOUNTAIN CAN BE COMBINED N Am .� - � ",;,�/:��-� .1-0ZLI DAVE, H =14
<br />WAY 10 -10 "'ZI ... ION, IE �Lo / zow-1 00RIA"_1
<br />.1
<br />It . - 1��'. -- i - i -
<br />SUIT ANY UWAULAIVON, SCALP 1/4 . I* Ait,, 0% " (A-010410 DR." W
<br />I - - I MOT : SHUTTER TRACKS 'NOT SHOWN FOR CLAIM Sul/smNatum/wE !m I -AAA - - - - Sim 2K w 26
<br />. - . . A A= m �0- wp-E i I f -9 . 1 , I
<br />P-1
<br />I-ii"E0,1499�1,14L,lolmf :!::.�J,:711::��j
<br />- - -
<br />MAXIMUM PANEL LENGTH
<br />ILI' OR -L-' (ft.) 0
<br />mwmm A.S'D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P...,L) (+or-)
<br />CONCRETE & VIODID
<br />INSTALLATIONS t
<br />---T��L-
<br />�
<br />200
<br />F2*-O*
<br />121-0"
<br />25.0
<br />121-01
<br />Il'-8*
<br />3110
<br />I I ,-a*
<br />70*-9* I
<br />lao
<br />lo�yvl
<br />to'Ir 1
<br />4"
<br />10'-t'
<br />9�4,
<br />45.0
<br />9*-6*
<br />,,-,.
<br />9-1
<br />A 4
<br />lao
<br />8�7,
<br />J�O*
<br />Bata
<br />$---I--
<br />r-2-
<br />- ft a - -- --
<br />11-,
<br />70.0
<br />---!L-:-
<br />7'0'
<br />7*-C*
<br />7"
<br />r-5,
<br />I 61-10, I
<br />Sao
<br />7+-.1-
<br />1 0-7- I
<br />0.0
<br />71-0*
<br />6,-5'
<br />90.0
<br />ii,-Jr
<br />d1-2-
<br />95 0
<br />6�9,
<br />61--ol
<br />100.0
<br />$'-S*
<br />51-rI*_.
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<br />V-3,
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<br />11010
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<br />I, 7-
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<br />5*-6'
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<br />I I Ig.6
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<br />, 5*-5-
<br />Ww" -
<br />DIR19I kM11rJM Al EACH OR D.M.,(�),(j��,
<br />MAXIMUM PANEL CE-NOTH (i). @ - E
<br />*L+" OR "L-" (ft.) a
<br />ummum ALSO.
<br />DESIGN
<br />PRESSURE PATM
<br />("A') (+ . -)
<br />CONCRETE & WOOD
<br />INSTALLATIONS t
<br />I
<br />204
<br />14'-#*
<br />13�0'--
<br />Z%O
<br />-- Ir-10"
<br />I F,-7*
<br />71,-r
<br />IW-7" 1
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<br />-
<br />10�101
<br />-
<br />9'-J� -
<br />4ao
<br />91-61
<br />9*-2*_ _
<br />45.0
<br />*,-I,
<br />8�r
<br />Sao
<br />8*-7'
<br />81-21
<br />1110
<br />91-r
<br />71-91
<br />,
<br />-i-0-
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<br />7010
<br />7'-s*
<br />51-17, I
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<br />Sao
<br />r.,D.
<br />W-V
<br />-
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<br />I-D,
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<br />61-J,
<br />90.0
<br />V-0,
<br />6,- r
<br />6,-?.
<br />5,-Fo*
<br />-±&O
<br />700.0
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<br />31-7,
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<br />6�j'
<br />5-f-
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<br />1 5�1, I
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<br />-
<br />it 11,�
<br />I 119.6
<br />-
<br />,
<br />J,0q
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WING SPEED A; 170 ..V.h
<br />WIND WEED > T70 ..p.h
<br />-- - (111)
<br />WOMRW401
<br />RESTRAINED
<br />UNRIESTRAINED1 RESI%AJRM
<br />30 OR LESS
<br />I'
<br />I I-
<br />or, a 1
<br />>33 To go
<br />1.
<br />I I-
<br />. 7 1/2- 7 1/2' .
<br />-
<br />>90 TO 145
<br />1.
<br />_
<br />I I*
<br />7 Ilr 7 1/2'
<br />F� -
<br />- 7 1/2' 1
<br />MINIMUM PANEL LENGTH tin) FOR A GIVEN MOUNTING CONDITION
<br />TOP
<br />DIRECT
<br />1.
<br />"U,
<br />1.6'XI's'
<br />STUD
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<br />I. T=
<br />MOUNT
<br />WADER
<br />READER
<br />ANOLE
<br />TRACK
<br />BOTTOM
<br />ML
<br />.=
<br />-
<br />DIRECT MOUNT
<br />441"
<br />32'
<br />".
<br />w
<br />w
<br />so,
<br />t -50'
<br />7W
<br />1z'xi.6' STUD ANGLE
<br />'.
<br />1.
<br />1.
<br />32'
<br />42'
<br />38 .
<br />1.
<br />-9
<br />*r TRACK
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<br />'.
<br />1.
<br />1.
<br />-
<br />60 .
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<br />1�
<br />-;67-
<br />(T,
<br />1 50-
<br />1 32-
<br />i
<br />I I
<br />. 1/4, 3/4, 4/5, 5/5 & 6/5
<br />+ 2/4 IW/6. 2W/S. 3W/7 & 4W/7
<br />r MAX ANCHORS (SEE SCHEDULE ON 1*
<br />tw , --- - SHEETS 9. 10 &II) -- ----,J: MAX_
<br />1. I AMN� ,
<br />,
<br />7 -:Z- - - T I
<br />0 / / I 0 6
<br />�1-71011 7� /-r--jr-i-7-r--r-7--T-r-r T
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<br />, BOLTED PA14ELS W/ 1/40-20xl" i
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<br />(SCIE SECTIONS AS APPLICASM I I
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<br />�,Al - I 1--.1, J L- I i .�
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<br />11 I - I --------, �
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<br />@.r(g ,-"a -4 � L* L-- -i F31 MAX
<br />I" MOL +1/4, 3/4. 4/5, 1�5 i /� I' MIN.
<br />1 +2/4 W/6, 2W/6, 3W/7 & 4W/7
<br />I -----.CM" (SEE SCHEDULE ON SHEETS 9. 10 &iI)------------'
<br />REQULAR SIQRM PANEL (11) ELEVATION 1/4- MAA, W
<br />Z687, NITIS.
<br />(MIAL GVERUAP _I WHICLE VALM -7-
<br />IN �f
<br />- - - . I
<br />L SECTION- A -A
<br />-�D N.T.S.
<br />. .
<br />molm.
<br />(1) L�. MAXIMUM ALLOWABLE PANEL LENGTH FOR A OVER POSITIVE ALSa DES" LOAD.
<br />L VAX ALLOWABLE PANEL LOGIN FOR A GIVEN NEGAVVE ASLO, OEM LOAD.
<br />(2) PROCEDURE To DETERMINE MAXIMUM PANEL UENGft
<br />GIVEN A POSITIVE A.SA DESIGN LOAD, M� WKINIUM PANEL LENGTH *L-* FROM SCH
<br />MEN ===2E=��� LENGTH - FROMM
<br />FINAL DETERMINED PANEL I
<br />BETWEEN 1' Am 'L-".
<br />(3) SEE SO4MULE MOW FOR MIN. PANEL LOOM FOR POROSITY OUALIFICATION.
<br />. 01STAILLATIONS INTO WOOD ARE IN= TO * 95 P.&f. MAX. ALSO. DESIGN PRESSURE RATING
<br />10 & 11 FOR VAX. A.S.O. DESIGN LOADS & MAIL PANEL LENWHP F09
<br />VMS! SPACER 64 IS USED,
<br />: :
<br />".
<br />-441167 I
<br />emo IxTro% JAI,
<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />DAwN In.
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<br />0 R I D 1, '. J11- -�A
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<br />F10114, I I
<br />17-
<br />- - --
<br />INSIALLATION DEMU EQR REGULAR PANEL d
<br />� INTO W-012 . SIRUCIURES �,
<br />- I- ------t---- --,�--- --`
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<br />, -, � � ! -7� -A� --- SePARADON
<br />3� --�i -V/, t - 1-;,T � -, -\ , " u
<br />i �� I
<br />11
<br />M �
<br />/I '---�L �1- WOOD ANCHORS I ---, -I-- I'll 11 (SEE SO4EDULE �
<br />" �i� - "TSEP SCHEDULE ON 1 � /"w-,Nki* r- TO) GLASS. ---. i Ij4`-IKW7- � .
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<br />�, , I , ON SHEET 3) 1
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<br />SHEET 11) -,� � i . I'm- 0.c. ,
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<br />. 11 -11" -
<br />- I --� i� , - - I - - -- - 1
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<br />, \ , a PANEL LENGTH
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<br />REDWRED- . w WOOD ANCHORS I -��,- 211. / � - I -21� ; (SEE SCHEDULE
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<br />, , .1 I (SEE SCHEDULE ON , ,. c : 1--- � I ON SHEET IWOR
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<br />--f-------, WOOD EQE8- �- I .1 I . I i I
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<br />i 11
<br />1 � Lj!uu OLC. (SEE TABLE #1 ON SROET ILI
<br />I
<br />I Afi�` i i SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />1
<br />i I i �: I U � i
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<br />I.,
<br />I SEPARATION I 1
<br />, . MAX. I MAX. 1� i �il � " 1/2' LONG SLM%%
<br />1, '�
<br />PANEL LENIM I i PANEL LENGTH " � I
<br />t-(.T.:o r4au -- : (SEE SCHEDULE 1 � I
<br />" �
<br />(SEE SCMDULF I I � i i I I PANEL MATE FEMALE 10 OR PANEL MATE
<br />It ON SHEET �) ON SH 3) I_-- -- -�----- I I- ON SHEET 3) " - I � 1� --
<br />i � I , , PLUS (SEE SCHEDULE ON SHEET 11)
<br />F
<br />I
<br />I. I ... �
<br />,/,,�r " f
<br />� SLS n WA ------ - , I I ,
<br />- - 0.1, �
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<br />_9 ,
<br />- MIT, I - 1 p , , -
<br />- - � I I
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<br />I 1, I um. Dot � TO GLASS, 2".4* WOOD
<br />.,-O, �
<br />1 11,61-4 ... ----------,--) i GLASS SEE SCHEDULE- LATE AEOUIRED
<br />GLASS -A i
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<br />v- - --v - -- --� r � 1 ,- -- 5" I SCALE 3/8-l'
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<br />I I SEE TABLE #1 ON SHEET I FOR MAX. PANEL LENGTHS &
<br />Ed, i �
<br />I � . ,� 0 T2 1/2� D.C. MM A.S.0 DESIGN LOADS FOR THIS INSTALLATION.
<br />I I OF V y " .
<br />I I WAX, ; I � Ili 1
<br />1 1 � � p = :
<br />-@ � ! -- �� -"
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<br />I I . I � I � i
<br />L- -1 I 11 11 � I , - (SEE SCHEDULE ON SPAM W, WAY BE I Ile L04 IF;
<br />I �f-, � � � - i
<br />,� ' ' - - I SHEET 71) (1) 14UUIMDN 0 LAMM TO A ONE SIORY WLWM WITH W-0-
<br />� rJ4 I *X= \ 1 r � 1 � 1 I" ANDIN WOW ANY
<br />" I " ' � � ji
<br />27.4' WOOD . I : I
<br />i I I.
<br />� � i , i � 1! i ! � i ouuwa HUGHT ::;:Vk� "rS AT=T
<br />PLATE REOUI D I� - , . I , WOOD ANCHORS ' 1 ,�
<br />- , - To - IMMOVED 1_- � WOOD
<br />I i � � y "
<br />-
<br />I I STAOGWED W/ !g�o I ,';-
<br />im K RIDUCED TO I - � � W0:W4 @A M�MPAWI WAADE: FEMA RD 00
<br />�:I, ED (2) t:r LE
<br />I - iL- ,4�
<br /> PLair
<br />(SEE SCHEDULE R,AIAAMAG CaA=4 I , REOUIR SNO� PURA
<br />I 1 L,-,, t %:7143 AWS - a i/41mir-04
<br />.:1 1-1, , �
<br />1, 1 ',� j
<br />I
<br />! .1 SHEET I 1) PHIS IS A RIESTAKITION FROM t2 Ilr OLC� SPACING 10
<br />ARM 0
<br />1 � � I , (1) W
<br />1 � � L- � , WARD 0931014 PRESSURE
<br />I , -ft "A
<br />� i , � , I +ft (3) MAX 24 GAGE PANEL LEAKITH 15 UMM 10 W AT ANY CM"
<br />" I-, L� .-, U I "W"U'a "" MO 5 A OCOOMN FROM LARGER PAM! LENGTHS M,UAMTI ON
<br />\�-
<br />jj%CT MOUNT smarmitz, SIM 11).
<br />w Wm" STORM PANEL LENGTH 6 WALL MQUNNI
<br />1 ml 2 (11 4j2L1W14=OcW`,*,W I" S=M91 MAI MC*lm IN
<br />6
<br />WALL MOUNTING (3) troem PANEL mgm;xm m ONLY SCMX 3/8-11 . or Ir to. "S ONLY
<br />EM-NATIVE 1W INTO Am rmm WOOD FRAME WALL MO FW WHO ZONES 1, 2 AM 3 AS OUTRIED BY AM
<br />E-1211 MMMM AND THE 2= (7e, EDITION) OF THE FLORIDA
<br />SCALE 3/8-1 * (4) m6w4mm VALAD ONLY MR wwo BUILDING CME
<br />I
<br />� ZOM 1. 2 A 3 PER ASTIA E
<br />ION -ID& �/� HIN, I
<br />,,15�5: -�/�.
<br />",
<br />NOTES: . x
<br />. 1-\Cllli�%!!�wk FLORIDA BUILDING CODE (Non High Velocity H cam Zone)
<br />/
<br />NOTE FOR COMENUMN OF SEOON : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. .1 am 11010% W- "
<br />= No. 44167 '. 1 24 GAGE GALVANIZED STEEL STORM PANEL
<br />=
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =*: . Givam W,
<br />: -
<br />TOP & 80TTOM WIGUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = I * .*E
<br />I . c 47/27/20:11
<br />,
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<br />.M�� DOW"OU-9ENT (P.E-D�) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS, AS MANUFACTURED BY LT.W BUtUDEX, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - JJ14-10 PANELMATE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY IWO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (ULAM-DADE / BROMARD COUNTIES). - 1/4-0 LAG SCREWS PER N -S.
<br />DESIGN WIND LOADS SK41 BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COOE� FOR A BASIC WIND - 7/16*0 x 5/8* WOOD MHONG. AS DISTRIBUTED BY AL.L PO4NT SCREW, BOLT & SPECIALTY CO.
<br />SPEED As REQUIRED BY THE JURISOICTION WREF,M STORM PANEL WILL BE INSTALLED. AM FOR A DWXC,IONkITY FACTOR
<br />KC-0-85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAAMUU (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C�j) MINIMUM THREADED PENERRATIGN INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS
<br />3. 9 THRIJ 12 & 17. 18, AND PARaMAUE FEMALE tM
<br />&TAILATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />REMM, TO &&D. DESIGN PRESSURE RATING BY MULTIPLY04G THEM BY 0.6 IN ORDER TO COMPARE THESE W/ JIM (A -SO.) CI) MINIMUM THREADED PENETRATION Or LAC SCREW. INTO 714E WOOD FRAME UNIT SHALL BE 1 1/2-. NO THIREADED
<br />DES" PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 77. 10' PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED THREADED PENETRATION.
<br />IN ORDER To VERIFY THAT ANCHORS ON T OVER STRESSED, A 33% INCREASE AM AU.OWASLE
<br />STRESS FOR WIND LOADS WAS J= USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C,Z) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH WDS. 2018,
<br />STORM PANEL's ADEquocy FOR &PACT AND WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECT" 1600.1,2 OF CA) MINIMUM PENETRATION OF WODD BUSHING SHALL BE 5/8-, 1/4 - 120 SCREWS USED SHiALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN 7E LAS OF SOUTH FLORIDA REPORTS #0514,01-01 AND #0219.02--09, AS SHOULD STUCCO EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSTD 12-90 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #1123-01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS MR CALCULATIONS PERFORMED IN ACCORDANCE W1 SECTION 160* Q, - CS) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW 00AAOS BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE. WALL, ANCHORS SKI" BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) & CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO HE 6063-Tit ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL HE INSIAILED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF )RE ANCHOR'S MANUFACTURER
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL PAVE 3105-1114 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HOPIZONTAILLY FaLLOVANG INSTALLATION DETAILS 94OWN ON SECTION I THROUGH 0 (SHEETS 4
<br />4� ALL STML SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASIM A-03 GRAM 80 MINIMUM, C-60 GALVANIZED MROUGH 6) EXCEPT THAT HEACERSO &O SHALL NOT RE USM
<br />STEEL DFSWnON WIPY. 912 W (AMR ROLLO). 9. IT SHALL BE THE RESPONS48ILM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or TIHE STRUCTURE MERE SHUTTER 15 T BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE. IHM SHUTTER SHALL ONLY BE ATTACHED TO COWRETF- BLOCK OR WOW FRAME
<br />5. ALL SCREM TO BE STAINLESS STEEL W4 OR 3t6 AISI SERIES OR CORROSION RESSMIT COMIED CARBON STEEL AS PER DIN BUILDINGS.
<br />5CO;8 W/ 50 KAI YIELD STRENGTH AND 90 IAN, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SEC71ON
<br />241 �3.14. to. EACH REGULAR STORM PANEL WITH LENGTHS OVER 00-, AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTERNATIVES IW. 3W & AIN ON
<br />SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAWE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6 SOLTS TO BE ASrM A-307 GALVANIZED SIM- OR AS 304 SERIES STAINLESS SDEEL� WITH 36 k. MINIMUM YIELD STRENIGM. SECURE PANELS WITH APPLICABLE IREINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7� ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. T14E INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />(A) MJXF]q���:
<br />- 1/4 A, - -1-5 � MANUFACTURED BY I.T.W. BUILDEX, INC (Min. V-3192 ".I.) 12. STOW PAM! INSTALIATIONI S'ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />0 . 7/8" CALX--IN ANCHORS, AS MANUFACTURED By DEWALT -' PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPLIED TO.
<br />: T/4"
<br />/4-0 . 3/4- SGUG-SET ANCHORS. AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CO. (a) THIS PRODUCT EVALUATION DOCUMENT (RE-0.) PREPARED BY THIS ENGINEER IS MERIC AND DOES NOT PROVIDE INFORMATION
<br />13.
<br />Nfifl. r3ODD P.5J.)
<br />- 014-10 PANELMALTE FEMALE 10 & PANELMA7E PLUS ANCHORS, AS MANUFACTURED BY FLOO CONSMICITON PRODUCTS. FOR A SITE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM 714E PP,O�
<br />- 1/4-0 ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DEWALT. INC (b) CONTRACTOR TO BE SESPCNSIELE FOR THE SELECTION. PURCHASE AND INSTALLATION W=DM LIFE SAFETY Of TIHIS PRODUCT
<br />BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR ELCO PANELUATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTY.
<br />1 .3/4- FOR ZAMAC HARLIN AN040M
<br />(.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAU0 IF MODIFIED,
<br />A.Z) CALK-N & SDUO-SEt ANCHORS SHALL BE EMBEDDED 7/6' OVIO THE POURED CONCRETE- NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERMITTED, 1/4* 0-20 SCAM USED SHALL BE 1 t/2' LONG MINIMUM SUCKILD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHAILL OF PRVaARED BY A FLORIDA RMSTIERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD. ENGINEER or RECORD (EOA,) FOR THE PROJECT AND WHO WTLL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS, PROPER USE OF THE P-E�O. PARARPER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P E.D. ENGINEER, SHALL SUBMIT TO T14S LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />X3) IN CASE THAT PRECAST SIONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD GONADS BE FOUND ON THE
<br />EXI"C WALL OR FLOOR, ANCKOIRS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (.) THM REO SHALL OEM 1NE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSMIAL
<br />ANCHORAGE SMALL BE AS MENTIONED IN A61) AND IN &2). ENGINEER bf� RECORD THAT PREPARED R.
<br />(a) TQ-EmqmftQ&pwj= 14. SHUTTER 644NUFACRIFIER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- # TAPCON ANCHORS AS MANUFACTURED By 1. L W. BUILDEX 11`10� PANEL SHUTTER IN ACCORDANCE WITH SECMN 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709,9.3 OF IKE
<br />- 1/4' 0 x 7/8' CAUK-IN ANCHORS, AS MANUFACTIURE'D BY DEWALT, INC. FLORIDA BUILDING CODE.
<br />- 1/4'0 x 3/4' SOUD-SCT ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO,
<br />- 014-10 PANIELMATE FEMALE rD AND PANEUkATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRIXTION 1:011111" HOW
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<br />- i/4- 0 ZAMAC NALIN ANCHORS. AS MANUFACTURED BY DEWALT. INC. ,I i -
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<br />9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC ALAILIN ANCHOR. INTO THE YAAA��&E`\�GEN .�� FLORIDA BUILDING CODE (Non High Velocity H lcone Zon
<br />_
<br />BLOCK UNIT SHALL BE 1 1/4'.
<br />z .; '. I emm,, mmv. - 24 GAGE GALVANIZED SIEEL STORM PANEL 11.
<br />. cf. 9"
<br />8.2) CALK -IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK LIMIT. NO N644 67 = ,
<br />STUCC SHALL BE PERUITTEDL 1/4* 020 SCREWS USED SHALL BE 1 1/2' LORD MINIMUM SHOULD - EXIST. * - - --
<br />'-�
<br />AND i2 MINIMUM FOR WALLS WITH NO SRICGO. %I.*. STATE F ,' - .--- - GLOBAL PROTECTION PRODUCTS, ULC.
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<br />B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE Fou-W I =-1074* ==-XV - VAM I U31A 20-175
<br />EXISTING WNA, SHALL SE LONG ENOUGH TO REACH THE MAIN SIR UCTURE BEHIND SUCH , ` . Vam -1- - I PAV 0 M+W, 054ROS-74Hk 'AA'. (56#060-M7
<br />ANCHORS , ,�,
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<br />ANCHORAGE SHALL BE AS MENTIONED IN B,I) AND IN EL2). GRANIMI -
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<br />QISTING POURED CONCRETE PWITING POURED CONMETE
<br />OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />REOUIRED, 11 RILULAREM
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<br />(SEE SCHEDULE ON-- , (SEE SolauttAx: ON- - EXISTING POURED
<br />SHEETS 0 THROUGH 10) -11(D2 SHEETS 9 THROUGH ,a)
<br />F -4) COACREIP OR
<br />, i CONCRETE SI,Og L, (�) T/4-I-INAl-
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<br />ANCHORS
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<br />CONCRETE BLOM REQUIRED. STAGGERED W/ STUD
<br />(SK SCHEDULE ON
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<br />OF SECTIONS: EE*:
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<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE ,� -- MOD SX. 51 STREET
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<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . 20 -175
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