My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
18-20183
Zephyrhills
>
Building Department
>
Permits
>
2018
>
18-20183
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2019 6:48:54 AM
Creation date
5/29/2019 6:48:51 AM
Metadata
Fields
Template:
Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
18-20183
Building Department - Name
RIVERA,JEREMY & BOBBIE
Address
7329 APPLEGATE DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
62
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
t ® A•4•; �• <br /> 1r! <br /> � Wiz�dcaws (WA z �. <br /> . <br /> B?ingtng(.jv(.tl3L)1 TO light. l,���I7r rr�{1t p:n 1D z44, <br /> 10250 PhlGpp Parkway m o N•: <br /> Streetsboro,Ohio 44241 Co a s L x Z°0 <br /> z a <br /> \` N y tp 9 m 5 w <br /> 11, Itl SEE CHART FOR SEE CHART,FOR v a Y� m a a n. <br /> ARCELON FItAMESIZES. FRAMESIZFS W <br /> modal )H`30 and H30P . - a <br /> IL <br /> �OUIBLE F111NG /NDO1 ' <br /> X ZW <br /> _ o <br /> � . my. <br /> GENERAL NOTES < /. / Q)nw 1. This product has been evaluated and is in compliance•with the 6th Edition(2017)Florida w . i!f i`j a a <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane r r <br /> Zone"(HVHZ). <br /> s 2. Product anchors shall be as listed'and spaced as shown on details.Anchor embedment <br /> o to base materidi shall be beyond waft dressing of stucco. <br /> " 3. When used in areas requiring wind home debris protection,this product is required to be — <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2&' W . <br /> in <br /> 'R3o1.2.1.2. Mode`"DH30" : Model"DH30P" W <br /> G A. For 2x stud framing construction,anchoring of these units shall be the same as that <br /> shown for 2x buck masonry construction.. <br /> . MA <br /> - = '.'MAX:-. GLASS.. : DESiGN PRESSURE(PSF), o <br /> a 5. Site conditions that deviate from the details of this dravv rig require,further � MODEL'_ FRAME; D.L:O.'.: <br /> a engineering analysis by o licensed engineer or registered architect. <br /> m _ <br /> „DIMENSION-' DlMENSION . : � - ROSlflVE. `NEGATlYE: <br /> _. PE _. <br /> "DH30" 36.0"X 72.0" •28.125"x 32.00" G1 +50.0 •50.0 <br /> TABLE OF CONTENTS m <br /> SHEET#-DESCRIMON. "DH30" 40.0"X 63.0' 32.125'x 27.125". Gi +55.0 --55.0 z <br /> 1. Typicalelevations,design pressures and genera notes DArE 9 19/17 <br /> 2: Horizontal cross sections 9 <br /> "DH30" 54.0'.'X 76.0" 46.25'x 34.00".: c1 +35.0 •35.0, sue: N.T.S. <br /> 3 Vertical cross sections Dwc 0r JK' <br /> €. a <br /> 4 Buck and frame anchoring <br /> S. Components "DH30P" 40.0"X 63.0" 32.125"x 26.625" G1' +55.0 •55.0 CHK BY. .LFS 3 <br /> DPAWING NOs. <br /> � 6 Bill of materials and glazing detail � <br /> "DH30r' 54.0"X 76.0". .46.25"x.33.125". G1 +30.0. -30.0. FL--15780.9 0 <br /> O '' sHm I- OF 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.