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18-19416
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2018
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18-19416
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Last modified
1/31/2019 9:25:07 AM
Creation date
1/31/2019 9:25:06 AM
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Building Department
Company Name
DRIFTWOOD
Building Department - Doc Type
Permit
Permit #
18-19416
Building Department - Name
GLOVASKY,GERALD & SCARLET
Address
6703 PISTACHIO ST
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GENERAL NOTES:SERIES 5420 <br /> NON-IMPACT RESISTANT,VINYL FIXED <br /> WINDOW <br /> 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO <br /> COMPLY WITH THE REQUIREMENTS OF THE FLORIDA <br /> BUILDINGCODE. <br /> Z)ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE <br /> CONSIDERED I INSTALLATIONS.IX WOOD BUCKS ARE <br /> OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. <br /> WOOD BUCKS DEPICTED AS ZK ARE I-Ire THICK OR —MAX BUCK WIDTH SEE TABLE I MAX.BUCK WIDTH SEE TABLE 1 <br /> GREATER 1X AND ZX BUCKS(WHEN USED)SHALL BE B.SEE 15'MAX.O.C. 6'MAX D,SEE -+{ I. P MAX O.C. I_2- <br /> DESIGNED TO PROPERLY TRANSFER LOADS TO THE SMEE'f3� I I SNEEi<�-- I 1 <br /> STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS ' <br /> THE RESPONSIBILITY OF THE ENGINEER(EOR)OR — — -- -- <br /> ARCHITECT OF RECORD.(AOR). -r <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ' I <br /> BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF <br /> SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD — <br /> BE SEALED.OVERALL SEALINGFIASNING STRATEGY FOR C.BEEA.rtEF— <br /> j <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY SHEET 3' / i SHEET4 / I <br /> OTHERS AND IS BEYOND THE SCOPE OF THESE <br /> INSTRUCTIONS. / A / C <br /> LOCATION <br /> VNWHERE ARE PRREQUIRED DUCTISNOTFLUSHT ANCHOR <br /> T 1/ <br /> LOCATION WHERETHE PRODUCT R TRANSSH TO THE <br /> SUBSTRATE,USE SHIMS CAPABLE O TRANSFERRING 1 MAX.BUCK MAX BULL <br /> APPLIED LOADS.WOOD BUCKS.BY OTLOAD I SIDE 1_ I HEIGHT.SEE j HEIGHT,SEE <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON TABLE I TABLE 1 <br /> THEM BY THE WINDOW. 1 S'MAX <br /> O.C. <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN <br /> DESIGNED TO RESIST THE WINOLOAOS CORRESPONDING TO O.C. <br /> THE REWIRED DESIGN PRESSURE.THE 33-Ir3%STRESS - ---t- I <br /> INCREASEHAS NOT BEEN USED IN THE DESIGN OF THIS 1 i <br /> PRODUCT.THE 1.0 <br /> LOAD DURATION FACTOR WAS USED FOR B,11 B'MAX D' 7 MAX <br /> THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT <br /> COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYP.EQUAL-LEG/SOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL j <br /> SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING FRAME(SHAPES SIMI FRAME SHAPESSIMILAR) <br /> CODE FOR CORROSION RESISTANCE <br /> I <br /> SHAPES MAY SE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING <br /> OE51GN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. j <br /> 1 <br /> TABLE 1: <br /> Window Buck Size Design Prossure Certification <br /> Width Height (�)PB1 1-)PSI (CAR)Number <br /> 120' 6D' 70.0 70.0 19D-1017 <br /> 96" 63° 50.0 5D.0 190.1011 I <br /> VINYL FIXED WINDOW FPA(NON-IMPACT) 0 12/13/14 <br /> GENERAL NOTES&ELEVATIONS °&J ROSOWSKI <br /> O Tc" j <br /> CERT.OF AUTH.f2ZSZBB .... �•,. I <br /> 1070 TECHNOLOGY DRIVE <br /> N.VENICE,FL 34275 ` ,L MILLER <br /> °PW-5420 � NTS 1 OF '^? FPA-5420.0 ;£ A.LYNN MILIFIl P.E. <br /> (941}480-1600 , PEA SB/e5 <br />
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