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17-18085
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17-18085
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Last modified
8/1/2017 11:36:34 AM
Creation date
8/1/2017 11:36:26 AM
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Building Department
Company Name
CHARLESTON OAKS
Building Department - Doc Type
Permit
Permit #
17-18085
Building Department - Name
EADS,DUSTIN & BRITTNEY
Address
5905 18TH ST
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rne�e a: - - <br /> Dealgn Pressure(DP)and AnchorQuantltles Required, <br /> (for ell eppro�ed configurallons on Sheet 2) <br /> Use lhls tebfe fot: Door Unll Heleht ANCHORAGE TYPE PER SUBSTRA7E REQUIRED TO ACHIEVE THE DESIGN <br /> PRE53URE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, <br /> Astra8al Refntorcement N29 80' 84" 8�" SHEET 1 FOR COMPLE'fE ANCHOR LIMITATIONS. <br /> I.ockstlle Relnforcemenl N25 or/!28 8B-15H6°DLO Holghl 72-16l16°DLO Helghl 84-16N6°DLO Netght THE MAXIMUM DP AT l HESE ANCHOR 4UAN7171ES.ADbl710NALLY.TIiE <br /> Sld.Interlock Reinforcement#2% Anchor Group Anohor Oroup Anchor Gioup MAXIMUM POSITIVE DP DLJE TO THE SI4L HEIGHT MUST ALSO BE <br /> A 8 C D A B C -D A e C D CONSIDERED,SEE TABLE B1,TH1S SHEET, <br /> Deslgn Pressure +127.1/-127.f psf +120/-120 ps/ +�p2.9/-102.D psl tF OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS <br /> 78-118" HeadlSlll C5+1 C3}t C3+1 C3+1 C5+� C3+1 G3+1 C3+1 C5+1 C3+1 C3r1 C3+1 --CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT <br /> 24" DLO �amb 5 5 6 6 5 5 B 6 5 5 6 5 MIDSPAN OF PANEL). <br /> Width P hook 7 7 7 � 7 � � � 8 8 8 B �'�70TAL#dF ANCHORS THROUGH THE JAMB. <br /> DeslgnPresaure +�OB.3/-108.3ps! +�pp,2/-100,2ps1 +05.3/•B5.3ps/ �THE#OFANCHORSREQUIftED7HROUGHTHEP-HOOK, <br /> 25-1/0° HeacllSlll C5+1 C3+1 C3+7 C3+7 C5+1 C3+� C3+1 C3+1 C6+� C3+7 C3+1 C3+� P�RPENDlCU4AR TO THE GLASS. <br /> 30" OLO �a� 5 6 8 5 5 6 6 5 6 5 B 6 <br /> � Widlh <br /> P-hook 7 7 7 7 7 7 7 7' 8 B fi 8 <br /> � Des7gnPressure +92.9/-92.9psf +g7,3/-B7.3paf +73.8/-73.8ps1 <br /> � 31-1/B" Head/SIII C5+1 C3+� C3+1 C3+1 C5+1 C3+1 C3+� C3+1 C5+1 C3+1 C3+� C3�7 <br /> � 36° n�� �amb 6 5 6 5 5 5 6 5 5 b 6 6 <br /> � Wldlh <br /> ,E P-hook 7 7 7 7 7 7 7 7 8 8 8 8 <br /> ZDesfDn Aressure +78.4/-70.4 psf +78.4/-7Qq psf +65.8/-85.0 psf <br /> 37-118" Head1SIA C5t2 C3+1 C3+1 C3+1 C5+2 C3+1 C:3+1 C3+1 G5+1 C3t1 C3+1 C3+1 <br /> 42° pL0 TABLE B1: �` <br /> Width �emb 6 6 6 5 5 6 8 6 5 5 8 5 Walor•Limlled � <br /> P.� � � 7 7 7 7 7 7 g g g 8 (+}Dealpn Pressure F�G�� OH LENGTH <br /> Desipn Pressu�o +60/-fi0ps( }60/�0psf �60/-BOps1 SIII Nom.Sill Max.(+)DP <br /> 43�1l0" Heed/Sill C3+2 C3+1 C3+� C3+1 C3+2 C3+� C3+1 C3+1 C5+7. C3+1 C3+1 C3+1 Riser Helght Allowad � DOOR ASSEMBLIES <br /> q8" DLO �amb 5 6 6 5 6 6 5 5 6 5 B 5 INSTALLED WHERE THE <br /> Width None 1-71/16' See Nate 2 W OVERHANG(OH)LENGTH IS PRODUCT ReNEWED <br /> P-h0ak 7 7 7 7 7 7 ' 7 7 0 0 0 8 42 2•1l7' +38.7 ps1 S ns comptying wlth the Florida <br /> EQUAL TO OR GREATER THAN euuame coae <br /> 43 '�112" +80,0 p9f p THE OVERHANG HEIGHT IS raon-No. 15-1210.02 <br /> USED IN EXAMPLE ON SHEET 0 q4 4-1116" +80.0 psi EXEMPTED FROM WATER exp�ratton Date 04/21/2021 <br /> qs q$Jg^ +�p0,0 psf INFlLTRATION RESISTANCE. ey • <br /> Mlaml-D de Producf Control <br /> ANEL�H GHTD DOOR HEIGHT 12 8 2118" `l,`\�oa��LYtJM'A7/���!� I <br /> \ `,4�;•��CENSC''•,'P <br /> 7ABLE NO7ES_ � P� '��' <br /> ____ �VINYL SIIDING GLASS DOOR NOA $ 10/05l15 =�' ���'���'' _ <br /> 1)IF WA7ER 1NFILTRA710N RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 - : <br /> AND TABLE B1 DETERMINES THE WATER LIMITEO(+)DP. �DP 8 ANCHOR QUAN7ITY TABLE �& J F20SOWSKI =.�.; (� f6,:�` <br /> 2)IF WATER INFIL7RATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIa 1,A SILL e a • ��G'•, �Ye�F . `>.; <br /> RISER IS NOT RE4UIRED.IF SO,+DP'S SHOWN IN TA9LE 1 MAY BE USED. — � �� ' �`�'••.F�omoP,•�j�` <br /> 3)SEESILLRISERTYPESONSHEET4. CeaT.oFnurH.flzezes m � '.,Fss• ••.••• `r1,� <br /> 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE � _�� �����n��A1;���`` <br /> G)REFERTO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 <br /> 8)SEESHEETSII-16FORANCHORLOCATION&SPACING (941)-480-1600 SGD-5470� NTS � 70F21 4� MD5470.0 ,�� A.L1PEpIJL�LOR,P.0 <br />
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