My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7050 Gall Blvd (136)
Zephyrhills
>
Building Department
>
Building Plans
>
7050 Gall Blvd (136)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/28/2025 11:26:50 AM
Creation date
2/28/2025 8:03:43 AM
Metadata
Fields
Template:
Building Plans
Street #
7050
Location
Gall Blvd
Contractor
Brasfield and Gorrie LLC
Building Plans - Permit #
17470
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
98
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
ALLOWABLE DESIGN PRESSURE <br />(SINGLE SPAN REINFORCED CURTAIN WALL WITH <br />REINFORCEMENT R1) <br />MAXIMUM <br />MAXIMUM <br />ALLOWABLE PRESSURE <br />FRAME <br />LOAD <br />(POS & NEG PSF) <br />HEIGHT <br />(IN.) <br />WIDTH <br />(IN.) <br />AT STANDARD & <br />CORNER MULLION <br />AT DOOR JAMB <br />MULLION <br />76 1/4 <br />67.1 <br />67.1 <br />72 <br />71.1 <br />71.1 <br />138 <br />68 5/8 <br />74.6 <br />74.6 <br />62 <br />82.6 <br />82.6 <br />56 <br />90.0 <br />90.0 <br />76 1/4 <br />73.4 <br />73.4 <br />132 <br />72 <br />77.7 <br />77.7 <br />68 5/8 <br />81.5 <br />81.5 <br />62 <br />90.0 <br />90.0 <br />76 1/4 <br />80.5 <br />80.5 <br />126 <br />72 <br />85.3 <br />85.3 <br />68 5/8 <br />89.5 <br />89.5 <br />120 <br />76 1/4 <br />88.8 <br />84.8 <br />72 <br />90.0 <br />89.8 <br />114 <br />76 1/4. <br />90.0 <br />89.3 <br />75 <br />90.0 <br />90.0 <br />112 <br />176 1/4 <br />90.0 <br />90.0 <br />PRESSURE TABLE NOTES: <br />1. SEE ELEVATION ON SHEET 4 OF DRAWING 1789 OR 1790 FOR <br />DIMENSIONING OF LOAD WIDTH. <br />2. PRESSURES SHOWN ARE SPECIFIC TO EACH INDIVIDUAL FRAME MEMBER <br />SUPPORT AREA. ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY AS <br />DICTATED BY EACH INDIVIDUAL FRAME MEMBER CONDITION. <br />3. LESSER OF PRESSURES STATED IN THIS TABLE & THE ALLOWABLE GLASS <br />PRESSURE, AS SHOWN ON SHEET 1 OF DRAWING 1789 OR 1790, SHALL <br />CONTROL AS ALLOWABLE FOR THE WALL ASSEMBLY. <br />4. LESSER PRESSURE AT DOOR FRAME MEMBER IS DUE TO THE DOOR JAMB <br />U-ANCHOR HAVING A LESSER CAPACITY THAN THAT OF THE T-ANCHOR. <br />®� W, 3Cyq f®�s <br />s o �/� 0 <br />••�,\GENSF •••. t� si <br />��i• No. 44135 ;09 <br />s <br />do <br />STATE OF :emNA- <br />`��lf�.aeee4Ra��s <br />CERTIFICATION DRAWING TITLE NO. REVISION DESCRIPTION BY DATE <br />ADDENDUM "A" TO DRAWING NO. 1789 & 1790 <br />(LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" <br />DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS <br />APR CONSULTANTS MANUFACTURER <br />4 2016 W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. <br />& CONSULTING, P.A. (CA 6809) 555 GUTHRIDGE COURT <br />7480 150TH COURT NORTH NORCROSS, GA 30092 FDRAWN BY: DATE: SHEET NO. REV. <br />WA W. SCHAEFER P:E. PALM BEACH GARDENS, FL 33418 <br />AV <br />NO. 44139 PHONE: 561-744-3424 770-449-5555 6 of $ <br />
The URL can be used to link to this page
Your browser does not support the video tag.