My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
15-16329
Zephyrhills
>
Building Department
>
Permits
>
2015
>
15-16329
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/10/2016 9:26:12 AM
Creation date
3/10/2016 9:22:58 AM
Metadata
Fields
Template:
Building Department
Company Name
MAJESTIC OAKS
Building Department - Doc Type
Permit
Permit #
15-16329
Building Department - Name
NHC-FL 115 LLC (DAVID HOSKINS)
Address
39554 VALDERRAMA LN LOT 221
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
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
PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTRE�UIREMENT: <br /> 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT <br /> EDITION. <br /> 37.250 <br /> OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) <br /> 36" 3.CONFIGUR4TIONS: OUTSWING,LEFT OR RIGHT HINGED. <br /> FRAME OPENING <br /> 35" 4.ANCHORAGE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR <br /> DOOR CORE ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. <br /> A 5.DESIGN PRESSURE RATING(SEE BELOWj: <br /> -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. <br /> -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLA55 TABLES ASTM E 1300. <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBf21S REGION. <br /> 7 5/8" <br /> HINGE 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. <br /> 37 1!4 � , 8.REFERENCE TEST REPORTS:NCTL-2'10.3251-1 <br /> 81.000 i <br /> OVERALL -- 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNE�AND ANCHORED TO PROPERLY TR,4NSFER ALL LOADS TO STRUCTURE. <br /> HEIGHT BUCK AND FRAMING IS RESPONSIBILffY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-TS <br /> 22" ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045" STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED <br /> HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. <br /> i R I <br /> 80" B � <br /> FRAME <br /> OPENING <br /> HEIGHT ' <br /> 4 7/1fi" i <br /> • � <br /> 7� I <br /> DOOR i � <br /> CORE � DESIGN PRESSURE RATING <br /> 2?° +40.0 PSF <br /> HINGE <br /> � <br /> 7 5�8" <br /> HINGE <br /> C UPDATED PER 2010 FBC •10/17/11 TEF <br /> A �I LUCAS A.TURNER,FL P.E.582D'I B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 _ <br /> ��o`�PptiORE1�%�T�.� � / r,�,�,�--- - <br /> �p•5.•'�G E N�5•'• G,p�i� 3 , \��Gt�GWVYY <br /> 'JG���. F�•.Z�' {, r.��i WINDOWS&DOORS <br /> ��� No 58201 �:'�t � 1900 SW 44TH AVE. <br /> TABLE OF CONTENTS _,E: '�._ OCALA,FLORIDA 34474 � <br /> GENERAL NOTES. ...... ...... .... 1 ^ : * ' — , <br /> ANCHOR SCHEDULE&NOTES.... .2 Lw�ATume�,G.E 2o��-i�ao t9:oq-as:oo X� :'a: :a= �i�E. GEN <br /> GLAZING DETAIL............ ... .3 :9; STATE OF :!u: _ ERAL NOTES <br /> SECTIONVIEWS.. ... .... .....4 �Q�,.F �[V; ERIES: �000 �^WNBYqDE ATE. 03/13/2009 <br /> EXTRUSIONS 8 B.O.M. ... ... .5 PROPRIEfARYAND COPFIDENML 11/30/11 �,F••.<O R l0 A;��`� <br /> INSTALLATIONDETAIL. ... .6-7 THEINFORMATIONCOMAINEOINTHISDRAWINGISTHESOLEPROPERNOFCUSTOM ���SS' . ' �G,�� ooE�. GUARDIANDOOR scuE. NTS WG.NO.CWS—'I7B <br /> WRIITNPERMISSIONOFC�USTOMWINDOWSYSTMS,�INCISPROHIBIiED.HOUTTHE �i����OAjp``i��+ EV.LETTER: C 'HEET• �OF� <br /> � � <br /> . <br />
The URL can be used to link to this page
Your browser does not support the video tag.