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20-22405
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2020
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20-22405
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Last modified
3/29/2021 1:44:35 PM
Creation date
3/29/2021 1:44:33 PM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
20-22405
Building Department - Name
ROWELL,LARRY & DONNA
Address
6227 HUNTINGTON DR
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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 /> BUILDING CODE. <br /> 2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE <br /> CONSIDERED IX INSTALLATIONS,IX WOOD BUCKS ARE <br /> OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. <br /> WOOD BUCKS DEPICTED AS 2X ARE I-ia*THICK OR MAX BUCK WIDTH SEE TABLE I MAX.BUCK WIDTH SEE TABLE I <br /> GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE 8,SEE 0.SEE 2*M <br /> DESIGNED TO PROPERLY TRANSFER LOADS TO THE IS'MAX D.C. 0'MAX 4*MAX.O.C. <br /> STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS SHEET3 SHEET4-4= <br /> THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR <br /> ARCHITECT OF RECORD,(AOR). <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE <br /> BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF <br /> SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD <br /> BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR A SEE C SEE <br /> WATER RESISTANCE OF INSTALLATION SHALL BE 00t SHiFT4 <br /> OTHERS AND IS BEYOND THE SCOPE OF THESE <br /> INSTRUCTIONS. <br /> 4)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR <br /> LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE <br /> SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING MAX.BUCK MAX BUCK <br /> APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE HEIGHT SEE HEIGHT,SEE <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON TABLE i TABLE I <br /> THEM BY THE WINDOW. 15*MAX. <br /> O.C. <br /> 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN 4•MAX <br /> DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO O.C. <br /> THE REQUIRED DESIGN PRESSURE,THE 33-113%STRESS L. . . . . . . <br /> INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS <br /> PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR B 6-MAX. D 2"MAX 4 <br /> THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT <br /> COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYP.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL <br /> SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING FRAME(SHAPES SIMILAR) FRAME(SHAPES SIMILAR) <br /> CODE FOR CORROSION RESISTANCE. <br /> SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING <br /> DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. <br /> TABLE 1: <br /> Window Buck Size DesIgnPreawro Certification <br /> Width Height (+)pat (.)psf (CAR)Number <br /> 120" 60" 70.0 70.0 190-1017 <br /> W, 63" 50.0 50.0 190-101 <br /> VINYL FIXED WINDOW FPA(NON-IMPACT) 1 12/13/14 A <br /> GENERAL NOTES&ELEVATIONS J'al J ROSOWSKI :7:- 10 <br /> CERT.OF AUTH.#29296 k <br /> or% <br /> 1070 TECHNOLOGY DRIVE <br /> N.VENICE,FL 34275 'A-LYNN MILLER P.E. <br /> (941 Y480-1600 PW-5420 NTS 1 FPA-5420.01��j P.E.0 s!!E <br /> OF�T-1 T j <br />
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