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i. I - � TABLE 2: " Design Pressure(DP)and AnchoY4uantltles Requlred, ANGHORAQE'['YPE PERSUE3STRAT�REQUIRED TO ACHIEVE THE DESION (torali appm�ed aonUgurations on 8heet 2} pR�SSURE,USIN�THE ANCHOR QUAt�iTlE6 L1STEp BEI,OW.SEH TABLE A, Goar Unll Helpht SHEHT 1 FOR COMPLETE ANCHOR LIMITATIONS. U5e thls tabis tor. �, gg, 1a8° '��" Aslra9al Reinfareernent 1Y28 g�" THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDI7tONALLY,THE tookat{(a Refnio7cement�Y26 BB-15N8°D�0'Hetght t2-SbI18 DLO Height 84-15t19°DL4 Nelght 96-95l16"DLO Helghk 10W15t16"DLO Helght ��M POSITlVE DP DUE TO THE SIIL HEiC,ttT Mt75T AI-S4 6E GONSIDERED,SEE TABL,E B2,TIiIS SHEET, Hp lnfedock Reinioroement tF20 A AnBhar GCup D A AnBhor G�up � A AnBNor GrCoup p A Anc�hor G�up � A Anghor G ouP D #OF ANCHORS THROtJGH'THE NEAD&S1LL.(EX:FORC3+i,3 APtCEidRS - �Tgg,q/_�ss,d ! +iso!-lso pst +l37.11-137.1 psI +izof-l30 psf +108.7/•1i6.6 psi `Y�..GLRlSTERFD AT PANEL ME�TlNG POlNT AND d ANGHOR REQUIRHD AT De9tgn Pressrne Ps MIDSPAN OF PANEL). 19•1/8° Hes�gp� G5r1 C5t1 C5+1 C3+1 C5+1 C5ti1 C6+1 G3+� C5+1 C5+7 C5+1 C3+1 C5+1 C5+1 C5+1 C3+� G5+1 C5r1 G5+1 C3t 24" DLO 74T{tl#QF ANCNORS TNROU6N Tt-iE JAMe. Width �amb 5 5 � � s 5 7 � 5 � 7 � 6 8 $ 8 6 � g 6 _THH#OF ANCHORS REQUIRED THROUGM THE P-HOOK, P tmok 7 7 ? 7 7 7 7 7 8 S e fl 9 9 �J B 10*g7�8 J g511 f,o PERPENDICULARTO THE GLASS. +141.8/-'!4l.8 F +q33.B/-433.6ps( +113.9/-113.epsl +89.1/-107.Apsl FS Des(gn Presse�e P$ 25"�t$" NeadlS[ii C5+2 C5+1 CCi+1 G3+1 GB+i G5+1 C5+1 C3+i C5+'1 G5+1 C6+1 C3+4 C5+'S G5+1 G5+1 G3+� G5+1 G5t1 G5ft G3+1 36' pl0 Jamb 6 5 7 5 5 5 7 5 6 5 7 6 6 6 S 8 8 6 8 8 Wtt$h � � � � � 7 g g 8 8 9 8 g $ 10 10 t0 10 P-hook 7 7 7 +g8.5t-98.5psf +85.31�92.4psf +75.3(-81.6Asr FlG'1tl,��"�- ppsignPressme +123.9/-t23.9psf +i18.41-i16•dpst 31-118" K�adlSlU G5*2 C5+1 Ca"*Z G3+� C5}2 C5+1 C6+�2 C3i1 C5+2 C5+1 G5�1 C3+� Cb+i C6+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 OH LENG7H �� pf.Q Jamb 5 5 7 5 b 5 7 5 5 8 7 6 6 8 8 S B � 8 � � Wldltt P n� 7 7 � T 7 7 7 7 g $ a a 9 9 8 9 70 10 70 10 � DQOR ASS�MBLIES +878/-87.8 f +75.7/-82psf +66.5/-y2psf � iNS7AL1.E0WHERETHE � LJQsfga Pressura +�04.5l-l04.6 psf f 109.51-i09.5 psf PS s OVERHANG{OH)LENGTH IS a a�-i��II HeadlSlil C6+2 C3+2 C5+2 C3+1 C5+2 C5+2 G5+2 C3�1 C5+2 C5;'� C5+2 C3+1 C5+2 C5+1 CS+2 G3+1 G5i-1 �1 G 8 1 G 6+1 � EQUAL Td OR GREATERiHAN � A�' Dl0 p TNE OVERHANG HEIGHT IS a Jam6 5 5 7 5 5 5 7 5 5 5 7 5 g 6 8 6 6 EXEMPTED FROM WATER .� Widih G P-hoak 7 7 7 7 7 � � � $ 8 4 8 g 9 g 8 �p �6Ql-85 psF INFlLTRAS(ON RESlSTANCE. +gp l-80 I +SOI-BO pst tGQJ-85 psf o pesignPressure +Bp/-80ps1 AS z A3'1l8�� Head1S0I C5+2 C3+2 C5+2 C3t1 G5+2 C3+2 C5+2 C3+1 G5+2 C5+2 C6+2 C3+1 C5+2 C3+1 C5+2 C3+� C5+2 C5+� G5+2 C3+1 48" OLO ��mb 5 5 g 5 6 5 8 5 5 6 7 5 6 6 i 8 8 8 8 � T,4BLE 82: PRODUCT RENEWED Wtdih as tcmpi ing w[th tho Ftorida Pfi�k 7 7 7 7 7 7 7 7 S S B 8 9 8 9 9 10 10 10 14 (yqfet•Ltroifed 9uliding�ode fi74.4l-79.ipsf +74.9/•74.lpsf +63,F!/-63.Bpsf (+}D0slgnProssure NOA-No. "(5•1210.02 Aestgn Ptesstue 04I21/2027 A�'�«� Head/51U C5+2 C3r2 C3+2 C3+f C5+Z C3+2 G5+Z C3+1 C5+2 C3+2 C5+2 C3t1 SI� Nom.SIII Max.(+)aP �P��tfon Dale 64^ DLO Jamb 5 6 B, 5 5 5 6 5 8 8 6' 5 Wset Ke1�t Attawad er W�d� p.h�g 7 7 7 7 7 7 7 T B 8 8 8 (ijpj gYg�jHb181i11heSe Slz@S. Iv��am- e nroduct ontro +GO!-6o pst +BO/-60 psl 3dan9 1-11118" 34s�tote2 veslgn Pressure +6D/•BO psf 42 21l2` +38.7 psf 55-St8° �{�a�7S G3+2 C3+2 q+2 G3+i G5+2 C3+2 G3+2 C3+1 G5*2 C3+2 C5+2 G3*t q3 �,U2' +$0.0 psf 80" DLQ Jamb 6 5 6 5 5 6 5 5 5 6 6 5 Wtd1h A4 A-1118" +80.0 psf P-hook 7 7 7 7 7 7 7 7 S 8 8 8 ,�5 q.g(B' +100.0 pst D[.OWIDTH=NOM.PANEL.WIpTH-8-9116" ��`��,�LYNNhtr��ii DLOHEiGHT=pOORt-{EIGHT-11-9198" ` ,Z,p;......... t�. � PANELHEIGHT=DOORHEIGHT-2-1/2° =��; �>c�'vsr�'� �� • '�'� Ido.567u:, . � � TABLE NOTES: �VttVYL 3�1DlNG GLA85 DCJQR NOA � 14t05!"!5 •. � =. n'� i)1F WATER iNFll-TR�T�ON F�ES4STANGE IS REQll1REDD,P E I.E53ER VALUES QF EfTF1ERTABLE 2 �pp&p,�GHC1R{2UAiVTtTY TABI,E $ J RO$C)WSK1 r u C� !�i ��1= AND TA6LE�2 DETERMINES THE WATER LIMITED() � ,� .�n•., srnr_or• ;''��`' � � �{ : .T�� .;FLCiR14p;��1('J,� 2}(F WA7ER INFI�'iRk?IQN RESISFANGE!S i10T REG1UiRED OR OVEftHANG kS PER F4G 1,A 5ILL � a R15ER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED, CBR7.oFAUiH.tIZB298 � �$ �f'��S��on�at- ,•` 3)SEE SSLC RtsERTYPEs ON SHEE7 4. 1070 TECHNOLOGY DRtVE � �i rrr 1 r i i i�s�ti� ` 4)SHEET APPI.IES TO 2.3 AND 4 TRACK CONFIGURATIONS, N.VENIGE,�L 3A275 A.1.YNN MILLBR,p.e. 5}REFER TO ASSCHOR NflTES,SNEET 1. 941-4$0-1600 SGD-5470� NTS � 8 OF 21 � MD•647d.4 �$ P.E.tl387t4 6}SEE SHEETS 11-t6 FOR ANCh10R LOCATION�SPACING � �