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18-19578
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18-19578
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Last modified
1/31/2019 11:05:45 AM
Creation date
1/31/2019 11:05:42 AM
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Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
18-19578
Building Department - Name
MURPHY,CHARLENE
Address
38652 PIEDMONT AVE
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GENERAL NOTES: <br /> HORIZONTAL SLIDER - LARGE MISSILE IMP 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSM <br /> ®� <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. <br /> OCALA FLORIDA E. <br /> EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND <br /> IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW CFLORI34474 <br /> IN ASTM E 1996 PER THE FBC. <br /> 75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) <br /> 8200 PVC <br /> 74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX",'%0". HORZ"SLIDER <br /> 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT <br /> A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND <br /> GLASS TABLES ASTM E-1300-04e01/09. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> -- - -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES a O w O ¢w o <br /> ASTM E-1300-04e01/09. w W O Z_ k w <br /> I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED w§�OF 3 S <br /> 64 1/4• I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR O 0�Q¢¢w O O <br /> DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O f c5 d x I-W <br /> M . CL <br /> FLANGE ANCHOR CALCULATIONS. p Z y Z Z FF j <br /> HEIGHT B 1 B � <br /> Z pZp pjZ7UV <br /> I S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT r--O 2 Z O Z z <br /> REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT <br /> 1 I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT 0 0 }�3 O g <br /> s3^ 1 1 I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND _ O 0:(;O w N <br /> 63" <br /> MAK FLYING DEBRIS. Z y D. O-U) <br /> UNIT 1 p W CL 0 O.S >- <br /> HEIGHT ® I 59 9116^ 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT f ii w rn <br /> SMAY USED AT FIXED MEETING RAIL AND HEAD/SILL. ° D- <br /> HEIGHT S.SERIES/MODEL DESIGNATION HS 82D0. ,%``PNOREW i%,��� <br /> 56 13116° 1 S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: '^jVP;�\�G E NgF.\.pyc�'� <br /> GLASS I B X=OPERABLE SASH,O=FIXED SASH tiv: No 58201 :?I: <br /> 5 <br /> DLO c 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> LOCATION. L9�� STATE OF :�<u <br /> I I \ 1 5 11.EXTERNAL WEEP SLOT=114"x 1"LOCATED 4"FROM BOTH ENDS. �R:OP <br /> C 1 vvv <br /> !36 <br /> LucasTurne L <br /> 33"GLASS OLO r, I <br /> 5116"MAX.SASH WIDTH <br /> 2017-09-22 9/22/2017 <br /> 13:58-04:00 LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34285 <br /> P.H.941-380-1574 <br /> SHEET DESCRIFWOH: <br /> GENERAL NOTES AND <br /> ELEVATIONS <br /> TABLE OF CONTENTS DRAWN SY; DATE. <br /> ADE 10/10113 <br /> GENERAL NOTES&ELEVATIONSDETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RA-nNG <br /> SECTION VIEWS&GLAZING DETAILS....2 Dwoa: REV.: <br /> EXTRUSIONS&B.O.M...............................3 74��x 63" +/-60 PS LARGE MISSILE IMPACT CWS-871 c <br /> ANCHOR SCHEDULE&NOTES-..............4 SCALE: SHEET <br /> INSTALLATION DETAILS...........................5 1:15 1 OF 5 <br /> L <br />
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