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16-17965
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2016
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16-17965
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Last modified
7/20/2017 2:12:36 PM
Creation date
7/20/2017 2:12:34 PM
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Building Department
Company Name
ZEPHYR RIDGE
Building Department - Doc Type
Permit
Permit #
16-17965
Building Department - Name
EMENS,EDWARD & PHYLLIS
Address
37642 PRADO PLACE
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= HO-RIZ-ON_T-�L-SLIQER�VON-INIP_ACT GENERAL NOTES: . <br /> (SHOWN W/DfFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DE$IGNED AND -`=yVVP�'�"�'�- - <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA W7Ld�W SYS7�P9S <br /> 751/4°MAX.FLANGE WIDTH 121 7�4•MAX FLANGE WIDTH BUILDING CODE(FBC),CURRENT EDITION: 1900 SW 44TH AVE. <br /> 7q• OCALA,FLORIDA 34474 <br /> MN(.UNIT WIDTH ?�0"MAX.UNR WIDTH 2.GLAZING OPTIONS:(SEE SHEET2) WWW.CWS.CC <br /> s611/16• <br /> SASH WIDTH ?,�ZL� 5�3L� 29�/1Sz 3.CONFIGURATIONS:°OX","XO","XOX". <br /> GLASS DLO GLASS DLO snsH wron� ' 7000 ALllM. <br /> 4.DESIGN PRESSURE F,iATING: <br /> 731I4° -NEGATIVE DESIGN I�OADS BASED ON TESTED HORZ.SLIDER <br /> MAK � PRESSURE AND GLASS TABLES ASTM E-1300-04. <br /> FUWGE GLASS g7��q• -POSITIVE DESIGN LOADS BASED ON TESTED NON-IMPACT <br /> HEIGHT �LO ��E 8 PRESSURE,WATER INFILTRATIONTEST PRESSURE <br /> �MAX O X H��� �� AND GLASS TABLES ASTM E-1300-04. � � r <br /> UNIT �'�' HE GHT 5.ANCHOR,4GE:THE 331/3%STRESS INCREASE HAS NOT � � � W <br /> HEIGHT SASH X O X BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o 0 0 0 <br /> HEIGHT �. 60 3/4• SHEET 8 FOR INSTALLATION DETAILS. <br /> � GLASS Y Y F ,. <br /> � H�� DLo 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT w � m m <br /> DLO it_, � � PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE <br /> ��� DEBRIS REGION. c� c> Z <br /> m � O <br /> 3q 7/g• 3�" G2��2• C 7.ALL FRAMES AND VENTS SCREWED TOGETHER.SMALL a o y <br /> GLASS pL0 GLASS DLO ' 8 GLASS DLO a JOINT SEAM SEALANT USE AT ALL FRAME JOINTS. � o N Z W <br /> XOorOX 1/4-1/2-1/4 W � W � � <br /> , A 8.SERIES/MODEL DESIGNATION HS-7000. o a o a <br /> 0 <br /> 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: r o rW- V <br /> X=OPERABLE SASH,O=FIXED SASH. o c o � <br /> - 891/8"MAX.FLANGE WIDTH = ¢ ? � <br /> 61'MAX.FlANGE WIDTH g7 7/8°MAX UNIT WIDTH 10.SECTiON CALLOUTS FROM ELEVATIONS APPLY TO ALL <br /> 593/4' 257/e" 26' Zssns. ELEVATIONSINASIMILARLOCATION. U m ¢ z <br /> MNC UNIT WIDTH GLASS DLO GLASS DLO SASH WIDTH, <br /> 29 9ns' 11.WEEP SLOTS=1/4"X 1"LOCATED 3-1/2"FROM BOTH ,,��s�►tnup����� <br /> A SASH WIDTH C ENDS. ,��� P{�ORE4y T����, <br /> � •���GQ.`;.��G E N SF•.;p,y��. <br /> s71/4° —— —— —— —— � —— 60 7le • �v: No 58201 �;�73� <br /> � 1 671/4' <br /> FLANQE � 60 7!8• � � GLASS �*: :'k� <br /> HEIGHT G�g FLANGE pL0 Lucas A.Turner ' • "k • � <br /> DLO HEIGHT 2015-04-03 '�� ��� <br /> O � X O X � :p: srnra aF <br /> HN� B X B 63 5 ss• 63 5I16• 15:17-04:00 �.,�T�s��o a+o P p�`O.'� <br /> 621l2 � HEIGHT UNAIT I HEIGHT ����iS��NA��;',���, <br /> GlASS <br /> , � HEIGHT � , � zz <br /> DLO <br /> " 4/3/2015 <br /> z»�s. A � Gtns�S DLo C' LUCAS A.TURNER,P.E. <br /> G�4ss n�o GtAss oLo FL PE#56201 <br /> XO or OX 1/3-1/3-1/3 NORTH ORT,F1A34288 <br /> ' � PH.941-380-1574 <br /> MAX. UMT DESIGN PFtESSURE SHEEf DESCRIPTION: <br /> TABLE OF CONTENTS CONFIG. SQE RATING IMP�ICT RATING GEN EEVATOIONS�D <br /> GENERAL NOTES&ELEVATIONS..........._.1 XO 7A���X 7Z�� +/-25 PSF NONE ORAWN BV: OATE: <br /> ECTION�V EWS OX'/�zo:�:::::::::::::::::::�a XO 59-3/4"x 66" +/-35 PSF NONE ADE osi2a�os <br /> SECTIONVIEWS'XOX"................................4 �� �� owoa: Rev.: <br /> BOM&EXTRUSIONS....................................5 XOX 1/3 1/3 1/3 87-7/8 x 66 +/-35 PSF NONE cws-si s c <br /> NSTALIATION DETAI&S OTES:::::::::Y:.::6:g XOX 1/4 1/2 1/4 120"x 66" +/-35 PSF NONE ' sc"i'E: SHEET <br /> 1:33.33 1 OF 8 <br />
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