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15-16799
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15-16799
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Last modified
2/22/2017 9:45:04 AM
Creation date
2/22/2017 9:45:03 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16799
Building Department - Name
CASTILLO,ISMAEL & MARISELA
Address
39111 3RD AVE
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HORIZ0�1T'AL SLIC7ER - NON-IIVIPACT GENERAI.NOTES: ll,���}�yYCKW�� <br /> i.THEPRQDUCT5HOWNtlERclNlSDESIGNEDAAlQMANUFAC7URED yy��Myyy�T�PRs <br /> {BHQWN wtD1FFERENT C}PTI{}s'�5) So C4t�rlPt.Y wsTH THE F�OR�DA su(tDWG CODE(Fac},CURRENT <br /> eoITION. 190o sw anTH nVE. <br /> OGALA,Fl.OFi1DA 3dd�4 <br /> 2 GLAZING�PTIONS:(SEE SHEET 2) wN1W.CW3.GC <br /> t2s 7t8' 3.CONFiGURATiCStSS:"Oit',^XO','XOX". <br /> MAX.4VFAALL FlAMOE WIDTN 8Z,Op�V�'+ <br /> t255�e'6fNf.UNR WIDTH d.D��G TNEEDE IGN oADS E3A ED UN.TE3TED PRESSUREAi�tO '�'�C}RZ.S�Q�}�F� <br /> � � Gl.ASS TABtES AST}d E-Y304-tfd. �O��i���� <br /> GLA55 pL0 �LAS3 qL0 -POSITNE DE3113N LOADS BASED QN,TESTEp PRESSURE,WATER <br /> p INFILTW\TION'I'EST PRESSURE AMp GLASS 7ABLES <br /> ASTM Ei304-04. v� cv o <br /> 83 ith' B c"3� c�i o tii <br /> MAX, � a� 5.ANCHOFIAGE:7NE 33 iP396 S7AESS INCRFJISE HAS NpT BEEM USED f- <br /> O��E � � C � IM THE DESIGN OF THt9 PRODUCT.SEE SHEET N FOR ANCHOR � � o � � <br /> DECA1l5.4VINDLQAD DUAATlON FAGTOR Cd=1.6 WAS USEQ FOA WOOD <br /> NEtGtl3� ,�213t1G: a 55 ftd• At�CHOA CAE_GUCA3IONS. �o fl o Y� <br /> UNfT' � GUiSS O X b GLRS3 �+ ¢ ¢ ¢ m <br /> HEIGHl' oL0 g DlA &.NO7 APPROVED F6A IMPAGT RESIS7ANCE.IMPACT PRQTECTNE <br /> A8 N78' SYSTEM IS REQUIRED W WIND BOifiNE DEBRIS RE�ION. o Q ca Z <br /> MnX a°. � um. O <br /> sASH _ _ 7.ALL FFAME3 AND VENTS FUCLY WEt.DEO.SMALtJOtNf SEHM SEALANT "" �' � <br /> HqGHT � F � USED AT FIXEq MEETIN6 FlAIL AND JAMB. � ¢ cv � Z W <br /> � �SERIESlMODE�DES3GNATIONHS82DP, 0. � a � �� <br /> 3a 11li6• � A o n <br /> � � e E 9.THE DESiGNA7tdN X AND O STf1ND FOR THE FDLLOWMG: q � Q � U <br /> SpSH�NI�HT X m 4PERABLE 6P�SH,O=FIXED SASH � o a � w <br /> � > > > o <br /> ss tNi` 10.SEGTtQSJ CALt.QUTS APP�YTO Atl Ei.EVATit7N51N A SiHiiLAR cf c� m .cc O <br /> �pyEpqu tOCATION. Z <br /> FLAN�B WIDTH 11.EXTEfifJAt WEEp SLO7�1/4'x t"LOCATED 6"FROM 60TH ENDS. ������r�""fp� <br /> 54'Mn7{.UNIT WIniN `,y� r1DR�1y` �j�, <br /> ♦ P,..,..... J' � <br /> 2a 3nc �„C�;�,�G'EN,sF.tiQ,y*�� <br /> QLASS DLO �O Lucas A.Tumer `v: No 58207 �.��� <br /> _�ir;. ,� ;i_ <br /> ��___ 201rJ'Q�S-03 C . . ,� <br /> iI�'� 13:os-04:pp :9=, srATe oF .'+u� <br /> 68i/4' I -- i--- '� .'S,O,p.,a �u` <br /> OVERAti. !� � '�4r�`�-.<,�OAS�9'Q,��`' <br /> HEIGHT OHT B � O � G��S�� �i��S,�y�n;�t�,�a <br /> �� 551/4• DLO �� <br /> G[AS9 4J3l2015 <br /> H�� DL8 � � <br /> � I LUCAS A,7URNER,p.B. <br /> � FL PE�58201 <br /> G NORTH Pt,}RT�,F1A94288 <br /> 2s tra. PH.9Ai�380-1 S?4 <br /> MAx SASH WIDTH S EEr oEscrt ar : <br /> GENEAAi.NOTES RND <br /> rAslE OF C4NrENiS ELEVATIONS <br /> GS'VEHAL NOTES 8 EL�VA710NS„„.t nrWV N BY: cn;:.� <br /> �v�z�K�uerAas...�......�..._�....._._2 CQNF3G. MAX. Ui�IT S1�E DESIGN PRESSURE RATING 1MFACT RATlNG an.t a7louos � <br /> COMFAiiATtVE ANAlYSIS._.»......».,»3 <br /> SEC710NVIEWS&ALT.FRAME.....d-5 XO 54"x 62" SEE C(JMPARATIVE ANALYSIS NC7NE D cws-aaa a <br /> Ennc oiiscHEau°esnio�s�:��::a XOX 9/4 1!2 1/4 125-5/8"x 62" CHART SHEET 3 NONE <br /> 3NSTAlLAT(CN DETA1tS...__._.__......8 ' SF�IEET <br /> 1:33.33 1 C?F 8 <br /> � . _ _ ---- — <br />
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