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Tna�E�: - ' <br /> Dealgn Pressure(DP)and Anchor Quentltles Required, <br /> (for ell eppro�ed configurallona on Shee!2) <br /> Lke lhts teble for poor Unit Helght ANCHORAGE 7'YPE PER SUBSTRA7E REqUIRED TO ACHIEVE THE DESIGN <br /> PRESSURE,USING THE ANCHOR QUANTIES LIS7ED BELOW.SEETABLEA, - <br /> Asttagal Relnforcement t129 80` 84" 86" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. <br /> lceksllle RelnfacemeM N25 or#26 88-75/16°DLO Helght 72-16I76°DLO Helght &{-06l16"DLO Heighl THE MAXIMUM DP AT THESE ANCHOR QUAN71TIE5.ADb1TIONALIY,7ME <br /> Std.Interlock Reinforcement 82% Anchor Group Anohor Oroup Anchor Group MAXIMUM POSITIVE DP DUE TO 7HE SILL HEIGHT MUST ALSO B� <br /> A B C D A B C D A B C D CONSIDERED,S�TABLE B1,THIS SHEET. <br /> Desfgn Pressure t127,1/•127,f psl +f20/-120 ps/ +�p2.9/-1028 psf #OF ANCHORS THRaUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS <br /> 18-1l8° HeadlSlll C5+� qrj C3+1 C3+1 C5+� C3r7 C3t1 C3+1 C5+1 C3*1 C3+1 C3+1 --CLUSTERED Ai'PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT <br /> �� ��� Jamb 6 5 6 6 5 5 B 6 5 6 6 5 MIDSPAN OF PANEL). <br /> Width P-hook 7 7 7 7 7 7 7 7 s 8 B B _"�70TAL#OF ANCHORS THROUGH THE JAMB. <br /> DeslgnPressure +�0&3/-10B.3psf +�p0,2/-iOD.zps1 +05.3/•B5.3psI ,THE#OFANCHOR3REQUIREDTHROUGHTHEP-HOOK, <br /> 25-118° HeadlSlll C5+1 C3+� C3+7 C3+1 C5+1 C3+1 C3+� C3+� C6+� C3+1 C3t� C3+� P�RPENDICULAR TO THE GI-ASS, <br /> 30" Dl0 �e� 5 6 6 5 5 6 8 5 6 5 B 6 <br /> � Widlh <br /> P-hook 7 7 7 7 7 7 7 7' 8 0 6 6 <br /> � DeslgnPressme +82.9/-92.8pa/ +87.31-87.9pa! +73.8/-73.8ps/ <br /> e 31"t�B� HeaNSill C5+1 c3+1 C3+1 c3+1 C5+1 C3+� C3r1 C3ri C5+1 C3+1 C3+1 C3+1 <br /> a 36° DLO ��b 6 5 8 6 5 5 8 5 5 b 6 6 <br /> � Wldlh p.hook 7 7 7 7 7 7 7 7 8 8 8 8 <br /> Z OaslgnPressute +78.4/-79.4ps1 +78.4/-7fl4psl +05B/-B5.8ps( <br /> 3T-118" HeadlSlll C5+2 C3+1 C3+1 C3+� C5+2 C3+1 (:3+1 C3+1 C5+1 C3t1 C3�1 G3+1 <br /> 42' DLO TABLE 81: �� <br /> Wldth �emb 6 6 6 6 5 6 8 6 5 5 8 5 Waler•Limlled FIG 1: '� <br /> p-hook 7 7 7 T 7 7 7 7 8 6 8 8 (+}Deel�n Pr��vre OH LENGTH <br /> Desfgn Pressu�e +fi0/-60pst +60/-60psf +60/-80ps( SIII Nom.SIII Max.(+)DP <br /> 4�'��� Heed/SIII C3+2 C3f'I C3+1 C3+1 C3+2 C3+� C3+1 C3+1 C5+7 C3t1 C3+1 C3+1 <br /> 48' DLO Ris� Helghl Allaved � DOOR ASSEMBLIES <br /> Wldth �amb 5 6 6 5 b 6 5 5 6 5 9 5 � INSTALLED WHEftE THE <br /> N0I10 1-11l18' Sl'ONOle2 pROOUCTRENEWED <br /> P-hook 7 7 7 7 7 7 ' T 7 0 8 B 8 W OVERHANG(OH)LENGTH IS ps�ompl In with the Florida <br /> 42 2'1�2" +38•�ps� = EQUAL 70 OR GREATER THAN em�mng�oeYe <br /> q3 3.�)p^ +gp,0 psf p THE OVERHANG HEIGHT IS NOMNo. 15•1270.02 <br /> USED IN EXAMPLE ON SHEET 8 � qq 4q��5� +80.0 paf EXEMPTED FROM WATER �p�ratton Date04129/2027 <br /> � 4�8„ +����� INFILTRATION RESISTANCE. <br /> ay <br /> Mlaml-�de Produef Control <br /> DLOHE�IGIiT=D ORHEGHT'o17-18-g9118" `�������IYNNJA1j����� I <br /> � C�......... � i <br /> PANEL HEIGHT=DOOR HEIGHT-2-1/2" \�\a`Z`�•'��GCNS�"��'P ��i� <br /> TABLE NO7ES_ � �� '* ' <br /> �VINYL SlI01NG GLASS DOOR NOA $ 10/05/15 �'h:� No.�6705 _ <br /> 7)IF WATER 1NFILTRATION RESISTANCE IS REQUI(�,7HE LESSER VALUES OF EITHER TABLE 1 �DP&ANCHOR QUANTITY TABLE ��S J ROSOWSKI ' � � ( �= <br /> AND TABLE B7 DETERMINES THE WATER LIMITEO + oP. :-a•. (�� 6;�uu` <br /> 2)IF WATER INFILTRATION RESISTANCE IS NOT RE4UIRED OR OVERHANG IS PER FIO 1,A SILL 0 � �a ��U'., g� E F : �� <br /> RISER IS NOT REQUIRED.IF S0,+DP'S SHOWN IN TABLE 1 MAY BE USED. — � �A ' �` ••.F�OR10P.�(�`: <br /> 3)SEE SILL RISER TYPES ON 9HEET 4. certr.oF nurr�.mezee m m '',;�S •""'• L�� <br /> 4)SHEET APPLIES TO 2,3 AND 4 TFLICK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE � �� '��;S�ONA����.�`� <br /> b)REEERTO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 a.�rnN�an�eR,P.G <br /> 8)SEE SHEfiTS 11-16 FORANCHDR LOCATION&SPACING (941)-480-1600 SGD-5470� NTS � 7 OF 21 �$ MD-5470.0 �$ p,E.tl5B705 <br />