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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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Yi hvix.o.c.(rvF.) ��{ s•(rvP.} 15'MNC.O.C.{TYPJ ��+'�/Uu'�J(�J—�j <br /> C�SASN �� II�119l76"lrJV(.O.C.(fYP.1 8,h������ WINDf]W5Y57EMSl��J <br /> 8'MAX.(iYP.I I @ FIXED �P.) 1800 SW MTH AVE. <br /> 6'AfAX.(fYP•)-1 � S[E-hOTL-2 6.�iAX m,p�� �g• <br /> . OCAfA,FLORIOA 34474 <br /> L � � www.cws.cc <br /> INSTALLATION � <br /> 16'MAX.O.C. ANCHOR[f7P.) <br /> s�Max o.c.� ro•n�nx o.c. 8200�\(C <br /> m�•� X O X �"'P•� Q ,Y HORZ.SL➢DER <br /> ANCHOR @ U110.SPAN NON-IRAPACT <br /> (TYP.) <br /> N N r O <br /> R` � oF <br /> ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-[FLANCZE� � o � � o 0 <br /> � a aam <br /> {•t�v+x.m'P.�--��-{--a•nwc o.c.Rvr.� a•nv+x.�rw.)�y e•tanx.o.c.{rn�.) o o � z <br /> 4'�dp}(,(Typ}�I � SEE NOTE 2 d'hU1X[TYP.) I LL � i`n,. O <br /> � � o � <br /> N ¢ N W Z W <br /> r � � [Y f' Q <br /> INSTAll.A710N � INSTALU1T10N a � a Z F � <br /> ANCHOR(TYP.) B'MFUf.O.R ANCFfOR{fYPJ w � w oC <br /> (t�D.C. X O {1 �P' O X a � n °- U <br /> 0 0 o n � <br /> > > > > 0 <br /> 0 U m Q Z <br /> � ��P�s��1DREVji�Y�iy <br /> ANCHORCAYOUT-fFMI a p':'�CEIYS••4 'O� <br /> ANCHOR LAYOUT-(FlNl `JC�;•�. l��:��` <br /> ��. No 58201 ��� <br /> t-h= * ;#= <br /> �ro� <br /> NOTES: ;��•'�7A7E OF :�W <br /> 'i���S.LpR1p�'p\?0� <br /> 1.INSTALL ONE ANCHOR AT E/1CH INSTALLATION tOCAT10N.SILL ANCHOR 3PACIN4 SAME AS HEAD. +����5'��p�'11���` <br /> 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USINa LOAD BEARING SHIMS.MAX All6WABLE SHIPA STACK TO BE t/4'.USE SHIIAS WHERE SPACE GfiEATER THAN 1/16'IS PRESENT. LOAD BEARIN6 SHIMS SHALL BE �� <br /> CONSTRUCTED OF HIOH DENStTY PLASTIC OR HETTER.WOO�SHIMS ARE N07 ALLOWED. <br /> 3.ANCHOR'fYPE,SIZE,SPACWG M!D EMBEDMENL SHALL BE AS SPECIFIED IN TFtESE ORAYYINGS,SEE TABLE 1,SHEET& 4/3/2015 <br /> 4,ALI.INSTALLATION ANCHORS MUST BE MApE CF OR PROTECTED W ITH A CORROSION RESISTAMF MATERIAL Ofl COATING.DIS51?�ILAR AIETALS OR MATERIALS IN CDNTACT WITH PRESSURE TREATED WOOD MUS7 LUCAS A.TURNER,P.E. <br /> 8E PROTECTED 70 PREVENi REACTtON. FL PE�58201 <br /> 7239 JABARA AVE. <br /> S.INSTALUITION ANCHORS SHALL 9E IN ACGORDANCE WITH ANCHOR PdANUFACTURER'S WSTALIATION INSTRUCTIQNS,MJD ANChOAS SHALL NOT BE USE�IN SUBSTRATES W ffH STfiENGlIiS LESS THAN THE MIMMUM NORTH PORT,FL 34288 <br /> PH.941�380-1574 <br /> SPEGIFlED P7 TABLE 1,SHEET 8. <br /> EE7 D CR PT ON: <br /> e.ANCHOR EMBEDMDYf TD SUBSTRATE SHALL BE BEYON�WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE SEYOND WO�D 3UCKS,IF USEb,INTO SUBSTRATE-1X BUCKS ARE �CHOR SCHEDULE AND <br /> OP'T10NAL <br /> NOTES <br /> 7.A MINIMUM C�ITER-TO-CEMER SPACING SHALL BE MAINTNNED BETW EEN ALL FASTENEflS:E'FOR!vIkSOURV,7"FOR WOOo AND METAL DMWtJ 8Y: I W1f E; <br /> B.LVOOD OR MASONRY OPENINCS,BUCKS AND BUCK FASTENEAS SHAU.BE PROPERLY DESIGNED BYTHE ARCHI7ECT OR ENGINEER OF RECORD AND INSTALLED TOTRANSFER�VIND LOADS TOTHE 57RUCTURE. �1 07/01/08 <br /> SUBSTRATES SNALL MEET 7NE MINIt„9UM STRENGTH REQUIREMENTS AS SHOWN IN TA[ilE1,3HEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. �G A: NEV� <br /> 8.SEALING AND FlASHING STRATEGIE5 WR OVERALL WATER RESISTANCE OF INSTALLATION SNALL BE OONE BY OTHERS FOLLOWING THE CURRENT VERSION QFTHE REFERENCE DOCUMENTS: CWS-340 D <br /> FMA/AAMA 1D0(FIN WlYDOWS),FMlVAAMA 200(FLAfVGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMNIWMAlWDM1A 300(DCfERIOR DOORS) S��' SHEET <br /> ��4� 7 OF 8 <br />
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