|
-0-0
<br />- (2)
<br />(1)
<br />=
<br />� � � . - - I W Cu (L) -il
<br />. i !
<br />I -- ---- - i . -0 > 0
<br />. � . I I __________ I -I i c-
<br />. , P.*. � 1 �13_�_i - P.E. =
<br />� - � m I*,, i I -*--a
<br />r - . � - i 1 2 2 _0
<br />? . .. F COWREW. N310W ftACNOKW=PPAHNl
<br />� � . : cal CO"CWM Houm
<br />ALL AMERICAN SHUTrERS AND GLASS MAXIMUM ALLOWABLE ; ,,.,I I 'Vou". Bil OR %W0 MIAHAIM SH "m " sn*xlrom i .11, I a)
<br />I . w 'r ! OR E-ft� i fr. M.T. vallm-133% mc-90*016-161l J cc:)- = 2
<br />� i - i , .1p , sylol 4) - 0
<br />DESIGN PRESSURES: I � �, M-U. T-1 - / *
<br />22ga & 24ga GALVANIZED STEEL STORM PANELS (NON�HVHZ� . � 2 9w t25l _1 , I � --r-7- , �� _1 ! m��ww-cmmw * I co -0 Q_ .
<br />-
<br />I _.,, I : - _t-2.25w- O 0", ,L--- ` _____ k lqlw�lm� , / APAR;l "OLW -* . =
<br />� AS NOTED IN DESI G-NI I ' - 1750, 5, , ii�ll =Polll a) 0
<br />"HAY %..P.p U _*_m
<br />- S`%"o ""' S�mlwau. l
<br />I ;i �4 ltl�l,io=ln, Ai I 1"', ,,,, '!,!' "'AW. / ft %r&W1wo;n%%`lm / . -&-i
<br />. , 0. W 0 * " i I ,/, - . *, Mr* I - -
<br />I SCHEDULES . t I 1"' --1 _1 2: . .L__ - : " I
<br />,I A �..L : , - cn
<br />: '. �
<br />�. %, 34 , I - 12V ; 01125, � R7 I ! .IV V, / ", - 1_,____,,q_D '"'I'll / s_ = M
<br />. - �114 co U)
<br />I' " � m " i I-
<br />� WIDTH uNuMrmO % - -,,�11 0 li I -i �� �/, � " I T ---I 'w HFALK00-y z ,:, 141W r -. _'. - .. 1. 1`_",*.t. I." -A. -�11 (D -0 0 -2 -0
<br />� _(PmP,TopANmSPArl DESIGN NOTES: _,q. * - . � �fj% I f A I __j L-1 F --- � _� - , ____j / !) - �r h � i- -, _ , -, i- - -- ---- �, 7 ....,� � � . i = o .l L_ (D
<br />-0 ""
<br />i t-4 I , T?�� ' rep , I
<br />.s i - Jk 18GA_ �
<br />i 9
<br />L --- _� i i
<br />I ,
<br />TOP Mcl (CONN_ 9 POSITIVE AND NEGATIVE 011 PRESSURES CALMIATED %4 � r� - �ofir I T071,2�5 1 __��4 " '10
<br />TYP. � I d U�=� I - I - , .p i � . 111 11�1',l� CAW .*w SWCAT I . � � ":. .NGEJ I i
<br />TYPE AS RWD) MR USE WITH THIS SYSTEM SHAU. BE DETERMINED PER _� low �_ 2-' - -4 2.0m. �- --I 24W - TM I � i - ! MAX o Ill- o 3::
<br />1.930' - - _� 5 F,j 1 6) f Ig 011K�lm I : 0 # ru 1 2 1
<br />SECTIONS SEPARATE ENGINEERING IN ACCORDANCE WITH THE 1 137, r HEmm V��Ici� - fl�!efAl r._'-TUD ANC I 0 " � . ; L--g 1 F- ,
<br />; � MA�4w sc�lv - i STM Awmi Doms ON -
<br />OPTIONAL -20SI11 I a,,,* w I-, 12 L__
<br />__ - jz�w� , . 11 - ---. � � dol� 5 C . �:e LL -
<br />DOLTS WITH WASHERED I . - , � OLASSOR rVANIL I . �
<br />. WINGIOTTS PASTENM 0 H §. 122 ; � A , I I i . - I-STEEll A a Cx) 0 ff %+- cu
<br />! - BsEgism3ml ulf-q-91 1;1 - --4- � /
<br />. \ I 6- @u i � 1.93o' r WU-OUT'�rj!L,A_M� - I --'WIW �, _____AL_ (Bu- ' ' I 5 c
<br />- 17, __ im'U'REAWill z . 2- r 1w 1 6 11181
<br />EDITION 4 ::: w i 1" FIV � __� M.
<br />T 14 '! � 3 3W'MAX 0313, ; I p GLASSCA ; i .5 -sagro hit 11
<br />OVERLAPS 0 MIDSPAN (USE 'DR TIVE DESIGN -V I . 17' - - - 0 �!J.,. rL : ��.____i 0 "ASS m , I I Ar- , [a I j cu C) >
<br />. 1 3m -, L � ____ Ill cn
<br />HEJURN FOR ANY ASSEMBLY AS SHOWN. glx$- , 0�35,l - � -1 E i ! - DOM ! - WINE 0 . -
<br />" o3w 0 Sw I . I to
<br />--I i ro�*_Ivl I �. M e! ; 9 ==
<br />,.m k - - - U1=F I S 2 'i r � Es'E i� -l' I M�. I I ww�- rm MA. l I .1 - "
<br />- _. --K- - -1-0 CL
<br />� ! , . i --sm-Am - cl) a)
<br />-c ,,, r -4
<br />- i ,_�ll;� - g * ` _ I - _� ,,H,D,' il
<br />' -4 l V
<br />9�1 - APPROPRIATE SPAN TABLE) VALUES LISTED F_ \� 1 (� 0-3716 1 .9� I-Rw,w � I! I � mc � . I �
<br />J!R 1 1 ,uk I L51011.5" -�I.SW- �-�Ij�lll J_1 f .'167'; j nz 2 I
<br />g§ PLAN VIEW GENERAL NOTES* � 12.5W PAWL COVERAGE -- �, � � g. fr" - _54S� , , , w -_ , - .__ I .
<br />I ----- -- ----- -- -14875 - f I _ I -1 I I
<br />I TTf � i�t ilil'i - i �, DA - - � 1i
<br />i I . 'a - PANEL LENGTH - ��` � - U'l, .7 q 11
<br />� v 1. THIS SPECIMAnON HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 4 i DIRUCT" __ 9
<br />- 11. ��v Be _T?6�7yo. v ]. 9 U) Ill M D_
<br />.13hid , I o �, ul 9 'k-, \0 (A c- co _+�
<br />sg r , OFMFLORIDABUILDINGOOM [_�_l I -A-LO'QW J� 2,00c�=ox - .. _ ., � M�o 5. 0,30,5 � � H � ii
<br />.� ,)S.r
<br />AMRIDANU WITI THE 0, � , " 1 *
<br />.
<br />A. -
<br />� I m � I kill sm mmo WH14PERAMIl TYPI � - � - . . , (07MMim All � f I t- -�� �-_ 11 _[K-1 �- -0 = U)
<br />.-.I- - MAN ,� - rxl O.w mAx Tip, a
<br />I I =%A3AU11 MVILDM CODE AMENDMENETS 091 Te AND Y� (i)044l `T."_Mt�K_ (DT' TRACK , "F' ALIl - I 'l w w I 1 . <
<br />"' k , .
<br />AS STATED HEREIN MAY A EQUIRE A."= I �p i L-,-. /!) - AMU USW IN I
<br />� 0 �41 -1w . I Il SIM I
<br />sm FIC SIALED INGINEEFUll I . - z'L - � � W,
<br />1 6 . - � � _ Iq �- 4m-- � ;;� I 9 .
<br />- , 0 W, ta i §, � �/ I t�_Aw ,, ---
<br />I - V / '77-/ WHH"WoR 2m
<br />� � W-20sal I - 'k- I
<br />f
<br />2. NO I E IN ALLOWABLE SIRESS HAS BEEN USED IN THE 0 . � a
<br />OEEIGNOrW
<br />, I / SW 0 � 0�65s, D; ��_[
<br />: E ARCH , OF THE ECT K%l Bc OnvLMS . 61190-4 - �i & IF, ml i I , I-
<br />I I I I" 2 � _. L;J-1 I �___, 1. � - �� _?_ - I I , -w L�' _- = I> -
<br />WHICH nos DESIGN is 9MUSE Zl=!tf " ; : ! I / j
<br />I I FOR THE OF ALL !� I AlAswullul WIND" i ,.� /" Wow Rl Sm I i
<br />BOTTOM MOUNT -, k 0 Iro-C, . I , A �7e-�gv�l H-Il%;.%' H _R ll ol
<br />_j , / L / Awlell I
<br />I S BE Ill E � I . 'CCTTffG � - m. / I --- U?
<br />(CONN TYPE AS I . s t � V�n LEG �Q C, im, l i e "" � -------,.- I � on TwPr of Ohl M.M.W a A 4
<br />l \ ENGINEERING SHALL BE MIRED IN 0 - _--_--__-_-_�___4- = =�� = . IMUCTEW MmIww V,' � V=IsDwMw ix-l"p-4w) ScHm"FOAl le I
<br />- , 15- T ---- R. R I 9._�W� l MAX W-WEB910-0 - shl
<br />I i kky BE UJI _� &mml
<br />� , l - I I
<br />A ,
<br />�
<br />F&.391* " Ell TOFROMImm D OR PNr Al r P1 ' . - �-3,wo-_4_ol �� g 2 lil',.g l e__-,
<br />, . 1 �T4 Easnoo ."m ,, e E
<br />. '_� � I �R��V K'Al Ill 0- . _x USX, w s". s m
<br />- d000�'MALLOLANQZ a 7, **V -m-mc a I SASW 00 Tfp- V E 5, :Ccmm . mm"ll
<br />MAY BE AT 5 A=n %AS f -
<br />m , HUMN, CONTACT THIS FOR ALTERNATE SPA . :5
<br />,__- MAY BE -I.----
<br />I BOTTOM 5, THE DETAILED HEREIN IS Call 00 DOES Min PROVIDE I _ I- � I Ins z I a r / � WIW41ift 110 i, I
<br />- , I I I _x � 51--TIMI .
<br />:' sm, , y I I ��IiEJ - How rMl UE
<br />]INFORMATION FOR A SP1!CHl SUL MR SITE CONDITIONS DIFFS04T FROM 3: 1 1 '_ 3 I olmo WAM vl�ry = - J � AmO4AsCHC51w= =gowngm =:
<br />(1� TYPICAL VERTICAL MOUNT ELEVATION Mpp=%TA6",H9%AW.0.4ED ER OR 1REGISTERED I O,,. - - � . . I '�� , E � I-1 KM � r m m" -_ H�L I zv OR TY09 or sym)Ctt" w l cowl vim I I
<br />PER U), I a � I -_ *" M T � i - r, - � ; &C,X n� W�03 -_mw ra WALLMOINTSEMD14 �_ "Oijwn*;vr.wmmwAmVUY 0*%Jft1AN,fASTEftE1l a
<br />. USE IN ! TKN4 on rQuAll- To z .
<br />I ELEVATION I ___\ l � � - X i w a I �, f a
<br />a OVERLAP /__ 2t t2 I R 2. 0 i �a�_,� "mr, ON ym sO4ffumPDllmAX COMMMMUDlEl SAMPOShKstAspkwcm - 46 1
<br />1. . ,
<br />CU IT - ol . I'M* S I aw" - I E
<br />,� i - �slwcw�- 3� more al
<br />. ==Pilk ARE BASED ON NAXIMUM TESTED I . � A m , r
<br />a '=P=N ITE .=9 __� F
<br />-
<br />\l Il 6. . fil 4 L `\I -ow I /__ \_/ 1'_� 1�___25'14AX '\ ;5 di I , m- ram,* nalll 9 I
<br />� PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. L/ \ �/ .;,_ =�R , ro
<br />4 4"MAXJ- .+� .� _� - \k \ /X� \ _25"Mll R stlirl - notwwa=m
<br />I � l 6effir" OR l 5 MENT"'D I I i a i 9 VLP�� 0.18WJN�� �n '1�0_ 7 _-, \ I 14T A � I X �,_ I. , , 0114MA-1 �A.,;Q.ws,ll w &
<br />� AE i � - woolommul
<br />TOP MOUNT Pil Me 5 "M - - sPlL� ,49i=
<br />2 BE gM LA � I
<br />TYPE CORROSM*AESMMM MATERIAL AND � 2 MAX, *w. � I � � 41 I l 'AsTfmm��
<br />( casn�m� -axwnuo - LLI I ! A*MftSCHW.8AllM I ,
<br />(SPAN ABOVE FORALUKURN ES'SeCTION111al M ASSOCIATION, � �vwmc* BUILD -OUT --- i 1 ON vTP1 C4 sTal
<br />AS ECl LOCAL CODES. . _t v ., .. mm%m = � f ;
<br />0 < I I WOETA". W� FpAbwr.- DISTANCE w1m."0Alil !E I . � ___ � - Easumcoo"Cl .s W 2
<br />; '01 _/
<br />I - - -OBSTRUCTIll ?"l trvrRmu=ELs=l1o_Ew= v I , I N�' H��"`A . . �� / , KOULOW K= m vil 09
<br />lt-=��%l PANELS SHALL =t-10991mil &Ziul �__"'O�� -_ '��JlH` .UA .J.4� OR 3 � _j I I / up.-v'r -hl
<br />'I i , , QUALITY S� GED 6STT , , i
<br />. Rol SI GALVANIZED MATINS WITH A MTN" =i � _ws,_, / � I / Cl ,ml MIDI OR
<br />! ! I E I I I d -- --- -W ... X-�Aq
<br />I <\ � 1.0w __j I I .�..A �.�, SUBSTRAM
<br />. I � =. TYPE lo somisroW SHALL of 6W-16 AUUMIl ALLOY, < I . - 0vT.45.r_ - < mwj V, �_ - - � 1 =,l . � I I
<br />RDIWDICTATL PANELS MAY BE MOUNTED VERTICALLY OR
<br />e 40l 1
<br />- AAKAmove), - L-T I I ! /
<br />_ , / al MOUNT CLOSURE! Dil � A i : ��,.. 1 �l l'! RmINO -i-
<br />4KNUIll QIMOIM� / "- �1.50l 2100 ll A I iiao-1 - 2 �
<br />19 - \ .25- MAX, co wy$� � min, I .. HER. GLASS - __Il
<br />'" PERSCH110"
<br />THEO Poll aLr- sa"'m E 1 _�'71
<br />1 , __\ -IL
<br />I Hgg �Ossmwnco !K%%9&"A'4M9%6.sNA-wEmw&% OVERLAP waoo �pl �-� 11 / ,��Id � , tim GLAzm
<br />i H Aww�uq FASTRAIM * 1V 0,C FOR M.q. ft-L4 LIM �HAN m , -bill I �� /
<br />9 I \\ )*mVvIll rAmy nw&O1roA_m"M1m ! Y, - , owl r I - 1 1
<br />AS REqD) . TOPIL DETAILS SHOWN Nl BE INTERCHANGED AS FIELD / "-Z= vAmw Coml Ma (DEMLS 4 ME44."'o ,sr(stemc"MU. )=m I/
<br />=py",
<br />I I 1i T I I ""'I, I - 1MV HOLLOW MONIN , I �
<br />I- - (LOCATION MAY VARY) All -CRACKED, CONCRETE ONLY. U(StALL ALL CONCRETE I %l)k / - -:17- _L�_ -_ - I
<br />1. it l Ml �_ .
<br />0 LYtT ALL I --,"- I I p I - ��
<br />T1 `PW SM ' 04-pol \_,� I I gg 9 .
<br />�a� MEM TOMESURD I - - \ q ol 72 - �RG '. 0 . Z a rgam
<br />-1
<br />__&�IUC _W1-_____ ----,-,,- I `4 . I _T_Av_ X I) I Sm
<br />_;Oill 7161 ��' .
<br />gW;1l E li a sw4p=mrxrx_// i.500 pvaolz* UISTEKS CONCREM lilt', I ___ i , i 10.
<br />�
<br />-
<br />'
<br />�S 11 1111111 1111MMIS All GES c*`sqvN`L --14' Mfil - MIN. � WAVS OPEAM UppotoomeEMPw A M1N,,1LASSS5PAAA7l1* � i I E=11�5 I TO ATTACH PANSLANO :
<br />XSA � ,,, AW I t [ I
<br />il = .TA .In.o�n� il �',�� "� it PERSIMCM0 E I � § CiaAMPANTO ;
<br />a A.VW ..00.4 ,ftl sam ANCHOR I i I i
<br />I I I 1�11��111 m(ME177 MUMONVIIAAAM 6 CONSTRUCTION P HOUDW PLO" ORWOOD A I 5 --I ff It EXTRUSION OR ;
<br />- STATE, & FEDERAL CODES & FROM , I O_Cy`�M%__ EMBED I 1, I i I Him. mAss %EPAAAr7bk I ;
<br />By tol OFSfFJXCHJMl * . 1 - �w
<br />r FOIL POL,NrCLmwci,,�AH, 5cmammul pea SCHEDULE SUISTAX11
<br />Lmax ISM I I 1; i I 1. ___
<br />BOTTOM ml (CONN-/ WTEO �%M All I I
<br />(SPAN BELOW J 14, EXCEPTASE ESSLYP4�aSW.ADO171110l i 1 -all .
<br />0 R I i I _� N i
<br />OBSTRUCTION] 0 RIP �Ai I g" t.mw
<br />TYPE AS REqD) RA MA . i 11 I I . I W ) , I MERM STUD ANW Aff HIR 1. - IT
<br />- I 15. NOSTO � , I I i H . 11 I n=w.l I �
<br />-
<br />BE NOTCHED AS REQUIRED, . , , / - "WLMFMPLI
<br />� I I 1 1 al CONcol
<br />PANELS MAY OPTIONAL %�-20 SITTCH THIS DOl A NOT I - THIS Ill 03"WFPAWLMVMCP,Ll 0vffwRwLvBw_w_il i 5 wKwom Kol -
<br />PROVIDED THAT CONNECTIONS AM BOLTS WITH WASHERED 16. PANELS SHALL BE PERMANENTLY LABELED WITH A OF (1) LABEL ! _t-�-_f----� I I =A-, "Al"ll I I wmjaw�mvma =m
<br />WINGNUTS FASTENED 0 Pat EVERY 3.A4;=A3NUl THE, FOLLOWING INFORMT100, 15-2394 15-2394 : ii--T_,�-7�'_ I I =2'...'.. "Amm ($1z mom om 'm 1.15-239.4
<br />- ANCHORS ME USED WHICH SATISFY ALL 48 PMUM AND GLASS , , ScHol fill ON rrPE top �
<br />SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS 0 MEDSPAN gJSE WEST W. jW i - I . I OF M74xTu#4p .:: Cowell re" . I -
<br />LA . ! . ,r� �!�� _� � �
<br />I I APPROPRIATE SPAN TABLE) AM w mmK5w=im=w1 __ I %11111 I � I I Lef,lylll X /- I
<br /> / , PAY VARY
<br />I , ��-__ ll�.,-/ .
<br />"
<br />- & APPROVAL NUMBER i . � I ,_� , I -1 , / � `H`
<br />,
<br />, FLORIDA P46M : i I ! m��, r� �, I l:_ , " _zel Vnn!!%,�� -
<br />- ,
<br />VERTICAL MOUNT ELEVATION I 1- � I wwqv-�, flou.1no __ I I
<br />171L � slz`QKI'Al�tm 9 I
<br />- (1) (NOTCHED PANELS) - rg- " � , ll SIM I ...
<br />_In I I �11WR ��Iv
<br />1 65) ; tmiBEt , �,*q2'AORmwLs,,T, vwaw 65)
<br />-1 I--- -I. I �� _,-l"�'Emp
<br />.,
<br />� __11 - -- _�
<br />I Ill -- _�
<br />NITS, ELEVATION I i `"�o, '),_ - 0) Lu
<br />\11� Ld � Il mww�l 04� or __ - :01� V-
<br />/ � L__��/ :L ./ �
<br />L I � I _. __- � 1, """' -
<br />i
<br />: i
<br />______ I
<br />-
<br />, F,F Asl P�E,
<br />1� --- 1. - -, I -DULE :1 , - ""'1*11 I mi
<br />1� - MINIMUM ALLOWABLE SPAN SCHE ._, - A
<br />�. .
<br />. ... .1 41 ,. (ALL PANELS) .�� ANCH04R SPACING2 SCHV-DULE: -.1 .
<br />.
<br />I I �f .- � --- - , ,
<br />`� **
<br />I
<br />.j : z I , , Z 4 GAUGE r'A N F-,S; ��A N E L vA57 ENT+,S 0 1 1 5' 0 - C, 1* . - i
<br />. No. 46 . i Top MOUNT , .4A_.%ffo_ . I
<br />�
<br />I *: - S� *: I i
<br />. . . E_ I f. *
<br />. ; �j . : 0 * : .
<br />�; � -m. �
<br />-, , " E I #3 6 " �j ff p *, , AT W. w �, I .-. s"- 44
<br />'r
<br />. ; I I I I g I H ,11 . x I " .* : I .
<br />- I 2-51 Rrom DISTANCE 3/4- EDGE DISTANCE - . t
<br />- Az . � � _;. 41�. a ___ --- , t C? J.. A
<br />I
<br />GLASS SEPARATION GLASS SEPARATION - � -*-. * ,.. OF -, I i ) I v � I �1_ I � V-17 _22=22_3z-v - . __ , �r
<br />ALLOWABLE PANEL ALLOWABLE PANEL jo." . MAX Oil --- E!a UP to 6' ul EPA" tip TO " mmup-1
<br />SCHEDULE, SCHEDULE: -1 x �� � � :, � x I � I I � a P - MAX DES= - , 10
<br />.
<br />SPAN SCHEDULE: - - � AN04OR ---�L"-,, UP TO �� -
<br />SPAN SCHEDULE., - 1k. - PRESSURr ��Urdw _0310-4-ly-ft POW" � �;7,w ANCHOR 19 �
<br />Wlr� �-!-,IWVtOM 33 � 12,5- 116'a, 14"r R�qo izr Itl 6.87 LIS' CC' 9A1 _v, %161 ,
<br />0 j 4 1: X , � IWH� Or cr O" 22r 2V 2r Zr 241 - v -p- - 97' -gr 1 ! , O.TYPE - P*X$SM pmr" gmnn go"l
<br />24 GAO(* PANELS 22 GAUGE PANELS 24 GAUGE PANELS 22 GAUGE PANELS r h �CumrtWv�dw l O' Or _23P 24- W 2r W.- (r 24-1 2;r 2r . P , (PSf) j cl C2 c3 C4 CIL CZ C3 C4 cl C2 C3 C* - TYPET Ill CI CI C3 C4 CA C2 C3 C4 Cl C2 C3 Ot
<br />l _____L - --r- - _ I/e. r ENM 33 MS" 1610, 150 Mir 12.Sl 16.01 1&V 71
<br />z _____2L.& -17 Head" or ir c- W 5 �� 2�- 2V O' 2*" 2r i m= Ul _�,y Col 8.11 515, LAG SCREW 4 as, I&O-1 16.W El mr I&O* 15.0, Ell U.Ir Ma
<br />3 , - 2', r�W 23" It' 301 31* 11' W W gFL = - . imin mA m awl '11K �_6 -cr �LLC _!�'r 12-V IC� - V El ,f I .,
<br />PANEL PANEL PANEL MINIMUM STORM PANEL SEPARATION FROM GLASS MINIMUM STORM PAWL SEPARATION FROM GLASS 50M 0 Imc W4kSt4AnQ! E. 3x _2� Nr Ill * 0 "RY W� ; � � i 14,11 11-ylyll 16.01 10J- 6.0l 12.51 Itil Il � &4- 11S' I&O A- -K4' N
<br />FASTENERS 0 PANEL FASTENERS 0 (WIND ZOME 4 & ESSENTIAL FAMMES) ;2IN BuNmillrTn" E , ____ � ___ ft=3momm. 48 �5' 11LOl 7.5' 125" l6l 14.7' 6.011 12.V 16"; l4f7 s.v q 5
<br />-
<br />. -
<br />8,21v Ol a i 12.6l FASTENM a as`O.r_ (WIND ZONE 4 & ESSENTIAL FACILITIES) � I 9-T.4k -2F -IF -W' 3-1- 9 . - - W Z g; N 1 52 12 5", Lw 9'r 6.3'. JL121�s� Ill al i5x" __Lam, ,[Is- 8.11 5.41 - 52 aS* 1S.WjI&(r 15.r =V MW 14.r 60 11V' 162' 14 A �
<br />--
<br />- ____ IN a __F ft�_ 10 1iSZ1_4iiF1_k 1. - 0.11 I �
<br />--A' 2 70
<br />11 I ____ - ___._ L2151 14491114.71 6.01 12,5" 16.0-114.7" lil 11-7 I&O' IC71 A �
<br />. 0.42 .4'. -1 I- I . I a Ell ADa kIr LU : �U 13 x SA' 12Lr j$1al' tr Ell 5.4' ____1 � 11 I
<br />B.- E I w 48* S& 2V �F - - - - _F I i j/4'. 1�jil -Mv, illft, _---_--_._,_ - if I
<br />ALLOWABLE AU.OWABLE miffl ' � ;;kp j 1 lsi�e Am
<br />MAXMN POSITIVE HAXIM. ,NST.TE. ..I... f*Aj � � = Rr 4W� SF 5 *14 x I .�l EZ51, 1XII 7.v izr 1&(r 10.81
<br />DESIGN POSITIVE MAXIMUM INSTALLAnONS INSTALLATIONS , - - - -fir - 41 1.2.51, 1-60 ��H 1TT' - ili� ii�� ,01 %v - I
<br />'r IF 2F ! 4"zl - 41 a4K LCE �" V 1-111 iLg- Lpir ll .!:L. 12's- icw 9.7-
<br />PRESSURE SPAN Pyol __o� V jPfflW1 :3� :KSI w j - wow SCREW 40 JZS" 100 120 7A' IZV IW %V' 5.61 '12-S' IS.O` 90
<br />ALLOWABLE ALUDYWALE MAXIMUM ALLOWABLE SPAN, NO SPAN, WITH DESIGN PANEL LESSTNANl OttATMINAN31Y DESIGN PANEL LESSTHAN30' GIMATERTH03V ;zw Q 11s, 16, ;
<br />SPAN gnU4 DESIGN SPAN, NO PRESSURE PRESSURE SPAN ABOVE GRADE ABOVE I 2 _ .._ T.* 147- _;W 0 r"��- 7jTF7DTV Er 9, 6-
<br />-
<br />(PSF) PRESSURE wm-nmiuS .yg;n -07 --ir- 23 11- W ;�o � i 1 E ,*=am-r- 12.r licr mr is- 52 115' 14l 11,11 uxl Mir %jr lzv 1601 sl __
<br />-_
<br />STITCH STITCH SPAN ABOVE GRADE ABOVE GRADE GRADE � � AM , 1 I 1 6 m I
<br />52 12'5'
<br />" 3, W , IH I 1 70 112.V AD' 11,9`1 l 2.5"ll OF �16.0- 11'r 9.5- Q It
<br />(PSF) I (Lvw4 SOL75 __ I [� T - ,� � -;ur - FR _
<br />44 1 ow) (Pse I 11 �v I =w-- F11 W E - 1 1 IIL4�pll 70 12.r Icir ske mr "I 9.6, 12.V
<br />- 1. SPANS SHOWN HERE AM HINTHUN ALLOWABLE SPANS BASED ON 4 $ , - - 1-1 I -
<br />-30 Ir- a, 19-21 Oft-) (LITI-) - ,�t��IM 33 12-5" - -114104880 33 12.5" Ill 111.0' as, mor ms" 12.5- 16.0l
<br />44-33 ill- r - - 7,85" 1,17' 1.13 " �SE, - ___ m� lWxl
<br />- tn ODNETTIGNSAT70PORDl PMMLE%GMLM7"M"*GENOTW$NtAMADNEMMWT ! ii� � - colx� 41 12.5. !6.01 Mv ISN' 715' it. V_V;10.�r 12. l0l 12.F 10.7" TAP Gl 41 MY' Ill l,'X,T' 12,r 15.01' 9l.r (A
<br />:
<br />--jL_ -Ir +/-30 17- Er 12'- 8' 12, - w 6l V-� I �10� 1.44 " ACCEPrABLE, . 48 12�51 6,0" ll Mr LV 48 T27_ WIF 11.41 i2.s' IsAr 9.11 121s, Moll 91j,
<br />*35 - - Ill- r- ll - . . +/-P - _ +30 4r 7,05� 2.29 " +30 1", I 5.85- 1.84 " I PZ NO SEPARATION FROM G-k-1 IS R5QMllll PANEL L"l IS OREATERTHAN TAU NIXED � I b I _ - . ..... ____ - * I I,,.
<br />-w- 40 Ill 61 Il lir LT - r 17-61 12'- Ill � 10, . � sElpl rcuwTWG COMERMTION NXP& � i * ol, 52 �l -"- gg� 14Al' IZX I 12�� 10 - Ll- - '116R, 12's,jill 52 _a�sl ii:F YFF 76-0 as" *.V- Sl
<br />+/-35 1-1-W S.85. 3. $WE C1,MRES RR12LMW � ALI 011 MOUNIS INTAKE AEOVf WHEHE=OEUA9AC-ARRl � I , , L . -_
<br />1 12'- r � I?, - r 17 - r ir-w 7.85 � 3.68 " 1 3.28' �� I � -I- � 74 "_7 i.w' 12-5-l1l 17 1610" sl M51 Id.v � I 9 ;z
<br />+/_0 flw� r El 121- 2. IV-v. -_ - I USSDW,Cr"WM--CVJTMMWYWC.WNDUION$� A*QUMMS�PAPATMKPROMO-#jT�SF�oevMDErAU,'P (9 - � 70 ul.r I16.0"I 91.11 12-
<br />+t-Q IL- 8' IV - 4' 7.65" 1.22" W-W Ms " 1.17 ' r : 11��"l EMKI 133 ;?:�� l6.0-116.0- 1S.0-11mr 1 7116' x VW Dom 33 12. 'g. HY. K
<br />l 0 a ;.14;A iiplis, I&D, W
<br />1 -1-45 a. 1.90 * S.851 11 , � 41 CU�116l 12. 1 1. 12.V *Jr
<br />_ - 11 ____ 4, TABLE APPUES TO WTM 222- (WITH OR WrNOl 00l AND Z�p PANELS, & WFKW" PORI a � : ii- Jl r ALL POINTS WASS 41 v 0. �* 121c
<br />+/-41 LZ - S' Ill - 3* 121-11 _w. a _ �
<br />CF F
<br />*�-48 W_ Ell r- r --it-45 _12 - Ell IV - 91 +40 7,65 " +40 W-e ;2.1 ; I I FASTUiM 0 T7,VV9 6.1F 0-i- i I iol�,) A:z-y- �i--T t i_ - �
<br />. -1, - -
<br />4" r-r , ` " I 'mz�_
<br />3.03 " 101-17" 5.85 " 2.12 - Al 1 5+ pAhl MAY SPAN 3v ol kww ONE JII ol OpnONAL TOP OR wntm CLOSiyes PER , Hj - lisr, lcollim, _, WOODBUSHING 48 � I
<br />+J� 50 7- - ill - 6ff iw-sl 7.851 - :2 I
<br />44- 52 ll r W, 11" +/-48 Ir- v 10'- 4- __TF- -2- Ill 7.65 " I lz-w. 3,90 " I i OPENING (PER M7AIL VI, U$Z% ANN MOLINTIll OC�Wtll SHOWN IN THESE DfbkWO*FL ti g i I I * 52 12-S' 11t,A)l r12x,lt--lM5'l , I 52 ffm 12-r 12.3" 4.r'
<br />+1_55 ol it* ... +1-50 I Ix - I,- IO` - Z, IO`_ it" +50 81-61, 7.SS " 12" G _Q. 5185 " 122- T 82.4 � a? � " m C, .� I A I 1,21 Il !16.,r ms, mr L * *= I ll 12,311 12.31 4.711, �2 I
<br />"
<br />+/-52 11'. Icr IV- 111 I'l 8' g"" 7.85 ' 2.63 " V-6* S.85 " 1,74" g Ell ok� 2 t 'A@ A p I �- 24" MIGNE DISTANCE -_
<br />- . � I I _--r-_ - - I,---- .�j
<br />,v ,
<br />'. =
<br />+.L 80 - V_ Bil - V_ Cr +51) I I li� el� li,ig'. . a
<br />-as _ - - r +1_55 ill - 7 w- a, 10, - 5* Ell 7.85 ' 1:33 * M-17" 5.854 2� �. I I " ,6.2v I . 6 � 2 411 I 7. A' IMNA
<br />- +1 v r- 01 Ill, 1. sr - 31 91 - IV +60 ow 7.85" - 2.35 " IZ-11 5.85 11 - _K90 _- 91, 1 �,l _ - -
<br />4iL Sl 11 - � I's I �., s
<br />+/-6D . I I ,I ,�, a t - 41 iW7 � � i
<br />+1-65 117 - 7' 0 - il" W. 7. ' 7.85 " ;�:6� 5.85, 1.26" = :� * �1� E 4E vaiF ANCHOR NOTES: flt�
<br />+A75 r- r 41-91 170 --M- - I I x § i 'U�F- , - = t
<br />41-80 41-70 10'- 3' ir- 71 91- O" 7'-10" 745- _TI_3� V_w (A - la i. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS LERTIFIED HEREIN, BUT ONLY PROVIDES
<br />k A` 4' fr +60 5.85" 1.99, , g ill I � -1, - Zn I J� � �; j I, 1 3-3mommul 5_7 w . 9
<br />41 +1_90 SE iF W. Ill +7_75 ___4; - _w -w_ 0. . - , I 0 W. .. 1,45 " 111-O' -.-- - -_ FMA a 11AXIMUMALLOWABLE SPANS AND PRESSL111RES INDICATED m I �
<br />'p- - = - V-111 SAS 11 I 2 A \11 81 � NJ ,
<br />+80 - 01 - I TIM - I z � , ;z i �� i� �"_V- Fw�lr__ 3�i $215, $ &2S mr 6.257 le- MAXIMUM ALLOWABLE ANCHOR SPACING. P
<br />+i.lw V, r +/:w W_r 71- 6" 7_ 10' Ir-e I.."" i S.l 3.54 " I ol ,,-,'I LAST PANEL MMAJA40 I ELCO l 41 �1�2� .71, 6.2F, 9.5- �� V.4 IN SPAN SCHEDULE SHALL APPLY, )
<br />I +f-90 __7_3`T-_ 0 1 I pjlio" Ao,tlil - . - ENTER ANCHOR SCHEDULE USED ON PANEL FASTENER SPACING, THE DUSTING STRUCTURE
<br />I i E ' � , s F. ; 1 7" ZW5 i a
<br />01, w 91- Ir 6 - kr T_ Ol 1.50" V_w f �l�G,ii,011110 I ) � q I I ll 48 2. "..�rl , _t=_1
<br />2 ,O � +/_100 Ill 7' V - 0. 61-3- +90, 61-111, 7.85' L09 - +70 w_6` 5.85. �,03 - I f ", - V., MATEKlA4&ANCHOlITYPV SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />I 1�1.11-, 1- _ � � w 1 52 r.2v 10A." 11 O.31 Z� LOAD ON SHUTTER AIAD SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT
<br />+/-no Ill 51- Be 51- 81 6T-4r 7.9l 1.56 ' 10�3" S.851 3,17' , - . uj 4.--l-3906m,t- __ , - UL1
<br />30 1 ; 70 4.2v 9. IV " � I I � 1 � .A &2V 9.3' CONNECTION TYPE BASED ON APPROPRIATE MOUNTIK CONDITION (SEE MOUNTING DETAILS ON
<br />I s Ir - 61-r 7.85 ' Lei" 5,85 1� 2: 2 : c x q i 1 $,W. 3 - kk* FM55l 3� 1 IS'j 7X I 22.Y* 133.4' Ill 4 461 4��` �
<br />. i 6-61 - - '!
<br />1 40-1 +10D r F=
<br />4 1 T
<br />+/-120 ____T __ To* S' 3" v-lr < I 1. \1 . 0 I - " - - - * SHrET 2 MR IDENTIFICATION OF CONNECTION TYPE). 1
<br />71- 61 W- 7' 4� - III, _ +80 C-01 5.8,51, 2.18 * i _� %, 29 x 11 %$ SIDEWALK 9l OR < j " 6.0' S.b' 5.2 7 1 10-V
<br />� +1-130 - - i , - � � � i g I1W S_S_'l 41 12.51 15.6" 6.2T' IC,r 4 I" 4A' 3. 'PANEL FASTENERS'ARE STUDS USED IN COfOUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I SPAN SCHEDULE NOTES: +/-140 r- 3" 4*- r 4'- 6' MACHINE Gi;4 TWW W CIA, ROM --I i 1 48 S-O" oa.v 110-7-14.1-14,ir t-F--TRAMSTUDDWANC-LE,ETr_). USE 6a-- D.C. PANEL FASTENER SPACING TAKE VALUES FOR
<br />V-71 5.1l 2.89 " . i 1 i VY PH NNIT M WASH .. z ��X� AA-�7 54,
<br />" 11 i (FA Rl FACE . . - 5 z 6.25. 12.r !.!�. �t.v .t�25-1111'ri4_1-14X- &L2SI_ C.-r 4.r 4�0' ALL -11'- AND '(F-HEADERS (INCLUDING BUILDOU'r CONDITION%
<br />- r _5�",_ __� _
<br />. ; I . I i. ft� "T�.rl A.r 401 &25-1 io. 4.2- 1 4x- 6,25' Il 4.1' 4�0' r
<br />,
<br />T- O' I N E
<br />1. ENTER SPAN SCRIEDULES WITH NEGATIVE - - 5.85 " :;� I I �� 1-1,
<br />+/-ISD ,00 � 4 I I 1
<br />1 DESIGN WAD & PAWEL FASTENER SPACING TO +/-IQ I 5.8s" - I , j _� I . �E 70 :6,2.51 4- APICHORS SHALL BE INSTALLED IN ACCORDMCE WITH MANUFACTURERS! RECOMMINDKIMONS.
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL � I . . __ �
<br />- F4J- 17.r 12-V il
<br />W- 7' I- �] 3 5.85, 2.65 " I � � E - 1 76.0- _%n -?:r- -1-g- A-6-o _�� - I I , , i
<br />- W-1 __�!_ I - - 11i * , _* � 1 i ie' . � v:vw,-,.- -.,, -11, , S� HOLLOW 8111l HOST STRUCTURE SHALL CONFOERM TO ASTH CW BLOCK .
<br />I- - 5�85 " 1,44 " I I - 1. � ALL,4�Ulffl txA_X1S_-T 41 16.0 11'r Ella- lzy. io,jo El 12-r lj&(r 7.8" 6.31 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE
<br />- - i I
<br />I SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH +�_;; i ,, - v IN - I I 4 i , - -
<br />I POSITIVE WADS LESS THAN OR EQUAL TO +/-190 1 6'- 2' . I ; 4a 125, 1601 s.r 7A" l2_7 16l 7.7"I 6-v 17-V Ma' 7�7� Kr 7.
<br />I,--- � MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SRP=, FOAM, BRECK, AND OTHER WALL
<br />: �_ - I'll, FINTS14M WALL FINISHES SMALL BE LIMITED TO 1/4* MAX OR SK06LL BE VERIFIED BY OTHERS TO
<br />.
<br />NEl DESIGN LOAM _ J_ _ _3'-_ I' 1 T- 3" 1 +100 , 85" _____ 2 53 � ___ 1 /11W'11111=217 wo_" J� j I 52 *-;' '�_Lll l'A�r- 1-2'_ Rill' ICK - Z 12-15" 1,ll 7
<br />i 0^�l / 2-1 1 * t�=' W TELY TRANSFER WADS TO MOST STRUCTURE. I I .
<br />O" . FDDEO TO UN -CRACKED CONCRETE ONM
<br />/ "�� ! 7,o
<br />7- "PANEL FASTENERS" ARE STAIDS USED IN I I 1. (71f 'T , T i 9 - . I q��5 SQGo4
<br />- P X0 . % . 1!,z! z-z,, cr M, izg T,r I il 22.5" 116,al 71 COl ANCHORS NOTED HUM SHALL BE EMU
<br />.
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS GLASS SEPARATION NOTES: 0 ll� �s� 0 i � 1�4'. 1-t/eErr-It, �cj 1 12.sl; 16.0116.41 : _r 4.01 'A�11 a.
<br />l I F- I RACK, STUDDED ANGLE, ETC.). USE 6.25' 1 , I 1� It- / "A" I 6 . - Ill Yl 0aSTING STRUCTURE IS WOOD FRAMING,64sim cwomom MAY VARY. HELD 0
<br />1371-- . - - ___ __�, - � ,
<br />� :
<br />O.r_ PANEL FASTENER SPACING TABLE VALUES FOR 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE I-, t� I i i A Ewa P,l ii� __ -, 3.4, car 6.25, 9. Ftl 3 r _&25" 19.2 3.5 VERIFY 7KAkT FASTEl ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING - -
<br />i ALL 'Hl AND 'U'MWERS (INMUDtNQ BUILD OUT MINIMUM ALLOWABLE SEPARATION FROM THE OPENINGTO BE PROTECTED. I '__"�, - � A 71 ,/ i, ! - - 4111 - TV14_�_Ir 4,1" 6,25,2-13�5l 6�2r .9.r 3'r 3F.3"1 TO PLYWOOD IS ACCePTAl ONLY FOR SIDE CLMAE MOM
<br />i � k : I * __� S2 � . . I _30-1 M WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />1 COMMONS). I SCHEDULE IS REQUIRED, FOR USE WITH POSITIVE LOADS ONLY. k / (Lowl !I i Ill I ,
<br />INTIERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER I Mawr , _"� ` - r Y Rpqlo� 'Emum tJ_-_-,i--_ OR, 7" 3 T, 3� 3.1 FRAMING), WOOD STUD SMALL BE 'SOUTHERN P P G=O�SS ORGRrATER DENSITY, LAG SCREW I
<br />� 3, LINEAR INTERPOLATION BETWEEN LOADS IS LDAD. T '!�� " t �_�__ CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STUD 2111, EDGE D157AMM IS ACCEPTABLE FOR WOW
<br />� ACCEPTABLE, OTHERWISE 'ISE NEXTHIGHER LOAD I " i
<br />3, FOR INSTALLATTIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL REq 0, _> - - _11-1, 1 _/Z_,�_�7�/' 1 SHA�LLHAVEPHELUPS PAN HEAD OR NO( HEAD.
<br />" I � I I
<br />, - �
<br />FACILITIES IN ASTIR WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION I , � 1 4 / _ _ � it � u REMOVASUFANCHORSARE: ELCO PANFMATE, ALL -POINTS; SOLTD-SET &BRASS BUSHING. .
<br />/ � CoHKTypEAsRE_j;, � . .
<br />I . 1, �Com // fi � I I ; 1 I I �
<br />I ! i , �1 , I � �
<br />� m"7
<br />, ,A morrOm '� - ,,--� - I - i TWE k, 11 11-S17-P.- �
<br />& . i I " , lhtl t
<br />I r � � W... .0 �%l - OWVWWWWLMM=M
<br />O=tS ,�: mAosw SCREWS SHALL HAVE v2- MINIMUM ecAGuGENT OF THRS
<br />O= -THE RALF I
<br />IS=RO KINIMU14 SEPARATION FROM E �Ldk , SPACIV� CF tormwFAAl - ;;1CHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD WDEWALK BOLT) Ul
<br />_ J krw
<br />15-2394 , ,�� 1 1 0 - V&UE Qwm IN mcmn 15-2394 ;
<br />- SPP-Ml 0 6<H . v2L MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL Fill 15-2394 1
<br />suid� I 0 PIAN&AWACENTTO - 5 L4 som oESIGNATES ANCHOR CONDITIONS WHICH AM HOT ACCEPTABLE USES. mm - I .
<br />- :
<br />rA� , ; _1 e*ssSw6Ij ii T DmecrmouNnKGCONDrrIOW�
<br />j I i - MNNNB� I i
<br />. I - ; Ill LINEAR INTERPOLATION IS NOT PERMITTED F'JR USE WITHTHE ANCHOR SCHfbl LISTED ON
<br />I I
<br />� I � : THIS Sll : I
<br />� i 9 ; K
<br />I M-ONAL EGRESS PANEL DETAIL r z
<br />9 . ;
<br />. I QPOPTIONAL INcTERIOR FA a - __ � Ot I
<br />F j� �IERI �11 �INIIIIG DETAIL R FASTFNIN�3 � t
<br />I v
<br />L N. �
<br />1:41, N.TS. Ill i q (!o� I
<br />11 I --1 1 11 I __ , I - ____ i
<br />� I
<br />I
<br />� - ___ � � -
<br />I
<br />, .. 11 - . :
<br />14 : El
<br />� .- - 1�1� i "MOW , �
<br />a . ,. . �� , I i .1l .
<br />� i ,
<br />e 11 i _rNG SCHEDULE: __1
<br />,
<br />� � ,
<br />ANCHOR SPACING SCHEDULE: � .111, ANCHOR SPAC.L - ,
<br />. ANCHOR SPACING SCHEDULE: ir, � 22 GAUGE PANELS; PANEL FASnW94-1; 0 12.7 O.C. : I - . ... � .. - -- -, , I
<br />1 i 1, I .*
<br />, . . i I C I .1 I :
<br />22 GAUGE PANELS, PANELFASTENERS 0 &2r O.C. -1 L : � A.- ; i *- ---*---- 1 2 'Nil PANELS; PA?l rxslewps 0 6.8, O.C. I - A^,A^ .
<br />T * : , * Ill --- . I . `Tq 1
<br />2.5" EDGE DISTANCE I � 3/4' EDGE 02STAKCE - .IQ . .. -, i ------I I * :
<br />If I - , . I -1 . I I � ;.� .CC A tal OtPdi DINTOCIS - -_ 2/4- EDGE DISTANCE � .
<br />r Z.r EDGE DISTANCE 3l EDGE DISTANKE - , SAANUPT-69' SPAN UP TO B`_v SPM UP TO ii-11 - � � - -i_zll I - E � _____ - �
<br />. - . - I 1
<br />- - - - . . SPAN UP TC1610 MAX DESIGN 1 ]IN
<br />� .� .- I - MAX DESIGN _ i M"Vt$M - SPA"UpTor.-T .. Th I . MAX Ol - -SPAN SPAN All 61V Sill tip To ff-w wmwm -s% I
<br />. m !
<br />.
<br />- SPAM UP TO Ol SPAN UP TO ll SPAN UP TO 9-0* SPAN UP TO V-EP SPAN UP TO Ix-r -, - � PRESOM , . - ,91. POMSOU*m I mmrym gm TM
<br />� M"� . , %.. , PRESOM Rm Em 9m 0 ANCHOR QOW!, 7 CONN woe ANICPM ARmull 22hKmn 2z&-Im 0-MR-rm 2m Im f
<br />,
<br />qmIm gmnm ommrm i , ANCHOR PNIESSUIRE cm -in" CONN cook rm .. < , �p. - 1i L I 1rill cPff) Cl (__ C4 C1 C2 C3 09 I � Q TV" (il Ct � r, Irns mill cl CI �pll
<br />It =10* PRUSURIE 1 C4 Cl C4 C1 I I I I- I=- .M.- - - I U) -4-0
<br />(Pl C1 CZ C3 C4 Tvpm (PSF) C1 C2 C3 C4 ca C2 C3 0. - a x 1�1%e Vem 33 ILVI 14.71 33 116.01110.91 :,51 MIN- - - .-Im - r�l r . 31 W � I-Iriv Z-%-.-- 3:3 ,2,51 I 5�cr 1 S. 33 1 LS, .. . .
<br />- - - - % Zt'la: I � L
<br />- I i �; ;;I;- 41 Iso iiLs, 12.r 16.0,14.' - - 1160-10 1 ELCGULTRACON -
<br />33 iz.r uwlnx- 9.91 Mr 14101 El Ell tz.r I&O, I C6* 14.7- iM..ramom 33 (14* 2944 PM CM40 ___ _ Z-1- ! (Pft "16 ml ca�q J-1zz- At_P7 i _ Mr Ill 9,4r 4all'
<br />mik=lm _lg:E_ 160 16.0l 41 "'V11 S_iY1 12.r jEl 7,r ik RE B-2 41 . - � .v 41 !�S- IE 1fil Ill 112.r Mir i4.1- &V' \N�l -
<br />1 40 a 2-Ir Il5`01 iza, 4_ 6� j ".4_14, 1. 1w-7s - --.s.r ar I'ELIF v � W
<br />41 t2.91 I&cr 717, S-51 LAG SCREW 41 4 1 fil US" 16.0' 6-6 4.r' 12.5' 14.1' r icir 1-67CF 3"F "--- * 48 - i � I o�� 48 11-S ll sl4 Ill Ito*
<br />�
<br />-
<br />- 1345" 52 !Ts- lil I&W il 12- - .... �� � sz 1 cr 62r ; mr 1 4.Z' 52 �En -IL-
<br />(mm 49 52 J2,5`iI6,Q' 8.8'r67 -123r;16.0- 65 _______ . I llt , I
<br />lol I&M, C, I llt I.- _122' o"RIC.' " iEH 9==Mmn�. Fir �� I It 4 .=��_ ft- I `
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<br />2.5- E111"m DISTANCE T A a i ,V1W'. I 33 f.zv! __ 12 se -4 jWT5'X I-1j4`0WED !Q i 6,2r UJ j a; 0 w
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<br />48 52 25' - I -:z - K11 ! _S____11 F. - it I
<br />&25" 7.11 ::) N I ANCHOR NOTES: � . ANCHOR NOTES: 9 I I �-� ts I g -ol
<br />. 52 6_25l ANCHOR NOTES: = § 93 tnwoullow I 4______EC1N I = 0
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<br />" : En VC. I-VVENEW 33 _ 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUC-1155 CEiRTIFTIED HEREIN, BUT ONLY PROVWES I In "Ir w , i 1 '_14�i t7,4iiw�__m_ __ 3t-. __ t .:� � �� L �_� , Earl& I� ANCHOR SCHEDULE AMLIES TO ALL PRODUCTS CERTIFTED, HERETH, BUT ONLY PROVIDES
<br />I . 114-.1-1/4, ENDED 33 tz_r 1610" 6.2r 11.11' 1. - ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES I I 1- p V= MYRACON 41 l�"M7' � MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICIll � m a_ N 0 1 ll L�Irvkcnli 41 4LF:.. - il . MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED CD =3
<br />1 irl Sr- 153-7 MA313MUM ALLOWAM ANCHOR SPACING� MAXIMUM ALLOWABLE SPAM AND PRESSURES INDICATED (MR "m m om 48 P-11.71 IN SPAN SCHEDULE SHALL Al f" �w � ln�l 4C r.;- - __ V, IN SPAN SCHEDULE 94ALL APPLY. 40
<br />I � ; 52 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTM
<br />ELCO ULTRACON 4 8 .2!r IN SPAN SCHEDULE SHALL APPLY. - I I q ! . -
<br />om 2m Pill am 8 - i a .1512 6.25�110LV 612sr, 7.V- 2, ENTER ANCHOR LL BASED ON PANEL PASTENER SPACIOG, -niE ENISTIll MUCTLIVE u-c I i q 8 c: -0
<br />1 52 5-15, it. 4___ = - MATERIAL, & ANCHOR TYPE. SELECT DFSfGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DES3Q4 � � g 4L--m- _L�� � - , 414� ... I MATERIAL, & ANCHOR TYPE, SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN I
<br />2.51 0.01, R ,M Ce � 6 L71
<br />MA-MRIAL,&ANCHORTYPE. SELECT DESIGN LOAD GREAMERTHM Oft EQUA1.10 NEGATIVEDESIGN I , " LOAD ON SHUTTER ANv SF4ECr SPAN GREATER 1HM OR EQUAL To SHUTTER sPIN,Sfl I M_
<br />� O=MMRI- 627 L1411" 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING" THE WSTIMG STRUCTINU! & il! 20 6. � 7D . M, 10 LOAD ON SHUl AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAKS&ECT
<br />1 70 62V 8.1 uj 1 1/4' X I-VO Ell 33 1 1 141.011 " 3A 4.5- _H LU 9 'A' x l 144, rma) 31 12�vl t6.04 4�gl $A` 92, 6; 0
<br />. LOAD ON SHUTTER AND SELECT' SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT' I �_ � _�_Ie� I -A I 1_1 _R=R�� � I � - , I � � CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (Ste MOUNTING DETAILS ON
<br />_
<br />l 1 1 1/4* 9 1-1(4* EMM 33 12.5" 16, Six x I iTW SS. TAPCON AT 22_v� .... SA" 6.2s, io.r 4.0' 7 - CONNECTIONTYPE BASED ON APPROPRIATE MOUNTING CONDITION (SM MOUNTING DETAILS ON x i , � ol Tiq 5,� upcom AT i-ii-IF i&.p SIR* 512 Mill 1,91, 4"i; 7.4 x L__
<br />- CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION M MCKINTENG DETAILS ON I I SHEET 2 MR IDENTIFICATION Or CONNECTION TYPE). If i . rjj,�._ . All� r "' SHEET 2 FOR IDENTIFICATION OF CONENECnGN TYPE). 1
<br />L7_5`11 - NM TF -i -, -1y - rs,
<br />V rTW SJSL TAPCXN 41 Iw < 9 46 �r i 4,6' � KF CZ5` ga" 1.3' �.S` 7.r 3. 'PANEL FASTENERS' ARE STUDS Ll IN CONYUK-TION WITH ALL MOUNTING EXTRUSIONS � I 8 43 4�e' 3, 'PANEL FASTENERS" ARE STUDS USED IN COMXJNCtTON WITH ALL MOUNTING EXTRUSIONS _-.
<br />I 8 50 6.25" %a* cr 52 &2$1 i2.rj 4.6- 4.&' 6,29' 8,5- 3,1- 3,2- 619" �11 52"" 4�zv_ 12 � I .
<br />48 12.5* 13,3� W SHEET 2 FOR IDENTIFIGAIRON OF CONNECTION TYPE). 9 �: q__ f 1 4--7-,VA- - -1- `i�r czr- - . ED , Ell USE .25' �C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />i __ - I VANEL FASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS -4 � ("F'-MCK, STUDDED ANGM ETC). USE6l O.C. PANELFASTIlNERSPACINGTAOLEVALUES FOR � cz o-
<br />52 4.6" Ell 70 0.2V Ra" I 3,S' 3A' O. cF M I' ALL 'H'- AND `U--HEADERS (INCLUDINQ BUELDOVr CONDITIONS). ALL -W- AND -0--KINDERS ONCLUDING BUILDCUT COMMOl
<br />3: -ff [L2.4 4,5' -r-TRAMSTUDDEIDANGLE,il USE Ell O.C, PANEL FASTENER SPACING TABU VALUES FOR - t�-n EE -, . � TO 45.25' 9 I., Y7 - -, 6:y� M; .1L,
<br />[I:::- "� ( < 1 114, x I � I I
<br />" 3X� 3.4- A.25" dil 4-r - AND *W-READERS 0MCLUOING BUILDOUT CONDETE011 - 1/4' x 7/8' 1RHoEO 33 �.wl LU.U'ilJ.� 1"� �b-;Ml 9�2' 7,8* I&W < t mFl V"-�o 33 12.57. T6.fp 11F 111T 11l
<br />ALL 'W - 1 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE! WITH MANUFACTURERS'fMcomma"'nONS. � � L I 9 . - -_ 11 I . I&VI 114, . 4. ANCHORS Sl BE INSTALLED IN ACCORDANCE WITH MANUFACTUREW RECOMMENDAITONS,
<br />I I I I,, 33 12.5" Ill 13.r 11.31 115" 16,11r I&O, 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS! REWIMME)NDATIONS. i � I 1AL1l SOLIl 41 lz�5`1 BI I .R. .L;U5K is7K 1.1�n _E�._ar, I*,!Vj 5.1- -4A-f S. HOLLOW MOCK MOST STRUCTURE SHALL CONFORM TO ASM C90 BLOM Vi T I ll Sall 41 10, 1) r 9. i2_5 . _ S, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK, 0 a)
<br />ALL==, � 10_51_`� & MR41MUM EMBEDMENT SHALL BE AS NOTED IN ANCHORSCHEDULE. - , I- I jl�.jl 7j%, w__V.�El tl,a, � .I E.2,r,
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<br />1 41 12.5' IW 10.71 9.1" 12�SV" l6l ln3.9r" S HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM 00 BLOCK � I i L-9-F Q I 41� . ___ 6 MINIMUM EMBEDMENT SK46LL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7.8" 12.5' Ifi. il.l 111- I i 32 1 1 I .1, - _ -_ _11 - ___ - _
<br />6. MMMUMEMSEDMMStfALLSEASWTEDINAMaiDRSDEDULF- 12-V Mol 3.8" $10" Mv ; 4-y� 14A-1 IS TH I � 4� !* =--' 51i 16.0" Ol I 7:r 111w, 7. . BRICK, AND OTHER WALL cn
<br />lAr 4M' I -1, I . . Iz-v I �� FINISHES. WALL FINISHES SHALL BE LIMITED TO lle MAY OR SHALL iBE VERIFIED BY OTHERS TO
<br />ria. I' _ _ l 6--, 5-3, Ei w! 4-r 13.r I FIMSMS. WALL FINISHES SHALL BE LIMITED TO 114" 94AX OP. SHALL BE VERIFIED BY Ol TO -S, I i�r ___,_ " - I
<br />52 SA, 7.r 12.r Ill 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM El AND OTHER WALL � _�
<br />I 91= 70 aF - ,,25,,: is F'. I 1 __�q 1 u , �Sr
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<br />* *= 70 S.r &Zr 11.9" FINISHES, WALL FINISHES SHALL BE LIMITED To 11V KAXOR WALL BE VER[FIED BY OTHERS TO I of 1 11141 x I VA'DWED 33 12.5- l Ell ,5' 4.21 4.1" &2Y' 71SM ADEQUATELY TRANSFER LOADS TO H06- SMUM-All I I 114��244�!Fmpm 33 2�yv 116.0- 6,0- 5.91 lilly, gar !4K ! -.1 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. SEE. co
<br />33 E - 5.9" 62.V II.S` IMM PAl 41 13,11l 4.9" .31 3A" 3.Yl c2r t 6 7� & CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRAOCED COWAE1E ONL� !, , I � am PANwmA,rr
<br />] i I 1�1 13,�-. 419-,' "
<br />ADEQUATELY TRANSFER LOADS TO HOST 91RUCTIff. i Mi
<br />75- �111.1; ! 3.Y1 Z ..;
<br />S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDEDTO UN -CRACKED CONCRETE ONLY. I I i . T I O., � 9. WHERE E�WTTNG STRUCTURE IS WOW FRAMING, EM571W CONDRIONS MAY VARY. FT" I � I 4 LS�41 _4.8-_.6,�S`L.q_T 34 & CONCRETE ANCHORS NOTED HEREIN SHALL Be EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />41 1 12.5" 113A" I 4.1r 4.r 6.25l 9-3- - il � 49 ! -_-.��_l1_-A__!_r4A._1' N25'1�91 - WHERE EXISTING STRIll 15 WOW FRAMING, EMSTING COMMONS MAY VARY FIELD . " in
<br />9, wmw EXISTING; STRUCTURE IS WOOD FRAMING,sasTiNGCOMMONSMYVARY FIELD I I * -gl- ' . I VERIFY THAT FASTENER$ ARE INTO ADEQUATE WOOD FRAMM MEMBERS, NUT PLYWOOD, FASTENING I VERIW THAT FASTENERS ARE INTO ADEQUATE WOOD FRAbUM MEMBERS, NOT PLYWOOD. "Simittims.
<br />a 48 4.11 GT_2�35_su VERIFY THAT FASTEMERS ARE INTO ADEQUATE WOW MAKING M31BERS NUrPLYWCOD. FASTENING Sa F_� _1 3--a- i 73 TO PLYWOOD IS ACCEPTABLE ONLY MR $TOE CLOGI IRE KeCIM I 1 �� 5;� � . - I - -1 � . . - . tr 6.75- i-r .(-r TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE Pill
<br />- &r 6.25' 7.r TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. I �� " ffam -- . . - _.
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<br />! ff i UP 9 a 7 R I * = 3�__ 1
<br />, " 1 &IS' I 7.r 10M ll WHERE ANCHORS FASTEN TO NARROW PAC-- OFSTUO FRAMING, FASTENERSPNI.L. BE LOCATEDIN i i I 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN I
<br />I * : 10 WHERE ANCHORS FASTENTO NARROW FACE OF STUD FRAMM, VWMR SMALL BE LOCATED IN .16 CENTER OF NOMINAL 2- X 4w (1l WOOD STUD (%� EDGE DISTANCE IS ACCMABLE FOR WOOD JA to V CENTER OF NOW L 4 WOW STW (Y5 - EDGE DISTANCE IS ACCEPTABLE FOR WOOD 13 w
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<br />CENTER OF t= 4 MIN)'WO.MUZEDGE DISTANCE 15 ACCEPTABLE FOR WOOD I FRAMING). WOOD STUD SHALL N -SOUTHERN PINE' G-0.55 OR GAEA71R DENSITY, LAG SCREW VP ALL 'SOUTHIERN �� G-O.SS OR GREATER D04SM LAG SCREW =
<br />' SRALL HAVE PHIl PAN HEAD OR HEX NEAL). SHALL HAVE PHM.LIPS PAN HEAD OR MEXHEAD. � �
<br />STV ,AMl
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<br />FRAMING). LL SO G-0.55 OR GREATER DENSITY. LAG SCREW i! 11, e- I 1 � I ! 1, Ile I i
<br />SHALL HAVE PHILLIPS PAN WAD OR HEX HEAD, of; � It- RU40VABLE ANCHORS ARE- EL.CO PANEIMATE, ALL -POINTS SOl & WASS BUSHIM i i 5; IL REMOVABLE ANCHORS ARE, El PANELMATE, AUL-POINTS SOLID-SEr At BRASS BUSHING, 0 i
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<br />I 11 .. i I I'l I 1 , I , 111.1, I t <
<br />U REKOVASUARCHORl E=PANELMATE,ALL-PDWMSOLIC-S�7&BPASSBWHM. covREPTIREWL VE. MACHINE SCREWS SHALL HAVE 1/2l' MINIMUM ENGAGEMENT OF THRWS NTO THE BASE l IZ MACHINE SCREWS SHALL HAVE 11r MINIMUM DMAGEMENT OF THREADS INTO THE BASE
<br />' ONNUAW90WWRL _.. 1
<br />12. MACHINE SCREWS SMALL HAVE Ilr MINIMUM:ENSAGEMENT OF THREADS Ill THE &ABE . ANCHOR AND MAY HAVE EITHER A PAN HEAD� TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U,R.O. - - I ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER NEW (SIDEWALK SOLT) U.N.O. =
<br />;
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD.TRUSS HEAD, OR WAFERHEAD (SICEWAIX SOLT) O.N.O. 15-2394 11 MINIMUM EMBEDMEN'll EDGE DISTANCE EXCLUMS ST;AX.O OR OTHERWALLFINISHES, 15-2394 � I -A MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO ORCITHER WALL FIMl 15�2394 �
<br />M MINIMUM EMSEDMONT, AND EDGE DISTANCE EXCLUDES STUCtO OR OTHER WALL FIfUSHES. �Plll � 14. ;7 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, � 14 M DESIGNATES ANCHOR COMMOMES WHICH ARE NOT ACCEPTAKE USES. 1
<br />14 1010 DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USM �� :_ 1 ls� , DIRECT MOUNTING CQNl : 15 * DIRECTMOUNTINGCOMMONS, am -
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<br />15: miticrmoulorrimGcorlomol . IS, LINEAR INTERPOLATION IS NOT PERMTTT`EO FOR 16E WITH THE ANCHOR SOfMULn l ON - ] 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR WE WITH THE ANCHOR SCHEDULES LISTED ON .
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<br />: I& LINEAR INTERPOLATION L5 NOT PERMITTED FOR USE WITH THE ANCHORSCKEOULFS LISTED ON - . THI SHEET, � <
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