My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
21-1667
Zephyrhills
>
Building Department
>
Permits
>
2021
>
21-1667
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/9/2022 12:10:30 PM
Creation date
5/9/2022 12:10:28 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
21-1667
Building Department - Name
METZGER,PATRICE & JOHN
Address
6931 OAKCREST WAY
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
GENERAL NOTES: <br /> HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. <br /> 1121/4"FLANGE WIDTH EDITION. <br /> OCALA,FLORIDA 34474 <br /> 111"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) www.CWS.CC <br /> 36 11/16" 3.CONFIGURATIONS:"XOX". <br /> MAX.SASH WIDTH 620 PVC <br /> 36 11/16' <br /> MAX.SASH WIDTH 4.DESIGN PRESSURE RATING: <br /> 32 3/4"GLASS DLO 32 314"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER <br /> A M GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> ASTM E-1300-04e01/09. ¢ Z ¢Z <br /> -- -- - -- wwon <br /> 641/4' 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z w�o ¢ w <br /> FLANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w Z O Z D z <br /> ffi <br /> 63" HEIGHT DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR o F-w Z OF�2 <br /> MAX WOOD ANCHOR CALCULATIONS. Z Z x 2 Q <br /> B B UNIT 0 OHO •Q=�� <br /> X O X j 6 MAXe.HEIGHT 6 SOS EM SOVED FOR EQUIREDnIN WIND BORNE DEBRIS REGION.PACT RESISTANCE. IMPACT PROTECTIVE Z O O V�j Z S U- <br /> SASH <br /> F-?LL2OOD-Z <br /> e HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. Q Q�s O}Fw-I-H 0 <br /> 551116" 0pF-}p�Og <br /> D GLASS 8.SERIES/MODEL DESIGNATION HS-620. w LL 2(A p w in w <br /> 6 DLO Of Zia 0-jtAF <br /> C I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O w F-Oo w x o <br /> X=OPERABLE SASH,O=FIXED SASH i CO <br /> i F a. 0 wa <br /> A C A 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR <br /> 6 1/3-1/3-1/3 112 1/4"FLANGE WIDTH <br /> LOCATION. <br /> \\lllitllt/!r� <br /> 111"MAX.UNIT WIDTH 11. EEP SLOT=5l16"x 2-1/8"LOCATED 4-1/2"FROM pSA```��`�O <br /> BOTH ENDS. <br /> 281/8" E__ Il <br /> MAXe <br /> -- 53 3/4"MAX.SASH WIDTH WIDTHSH - - - .0 N0:.58201 <br /> 49 13/16"GLASS DLO 24 1/4" <br /> ' GLASS DLO i STATE OF 2 <br /> Lucas Turner <br /> FLANGE 2020.07.27 <br /> HEIGHT 11:24:57 <br /> MAX. -05'00' <br /> MA <br /> UNIT <br /> X 58 7l8" HEIGHT 7/23/2020 <br /> X O <br /> MAX. <br /> - SASH LUCAS A.TURNER,P.E. <br /> HEIGHT FL PE#58201 <br /> 55 1116" 2428 Old Natchez Trc Trl <br /> GLASS Camden,TN 38320 <br /> a DLO PH.941-380-1574 ' <br /> SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> 1/4-1/2-1/4 ELEVATIONS <br /> TABLE OF CONTENTS DRAWN BY: DATE: <br /> GENERAL NOTES&ELEVATIONS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15 <br /> DP CHARTS&GLAZING DETAIL........2 DWG a: REV.: <br /> SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 SEE COMPARATIVE ANALYSIS cws-1os7 A <br /> EXTRUSIONS&B.O.M.........................4 XOX 1/3-1/3-1/3 111 x 63 CHART NONE <br /> ANCHOR SCHEDULE&NOTES..........5 , SHEET 2 scALE: SHEET <br /> INSTALLATION DETAILS.....................6 1:25 1 OF 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.