My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7050 Gall Blvd (125)
Zephyrhills
>
Building Department
>
Building Plans
>
7050 Gall Blvd (125)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 10:35:00 AM
Creation date
2/25/2025 9:47:45 AM
Metadata
Fields
Template:
Building Plans
Street #
7050
Location
Gall Blvd
Contractor
FL Hospital ZHILLS
Building Plans - Permit #
8361
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
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
co <br />N <br />S <br />a <br />N <br />K4 <br />111-5" 21'-10" <br />PARTIAL EXISTING THIRD FLOOR PLAN <br />SCALE: Y4" =1'-0" <br />--C- <br />P1000T HANGER (MINIMUM) <br />BY UNISTRUT <br />T = 2,931 LBS <br />6 PLACES AT EACH P1004A <br />UNISTRUT BRACE <br />2 PLACES AT <br />EACH P1004A — <br />P1000T BRIDGING 2 EXISTING CONCRETE FLOOR m <br />BY UNISTRUT SEE PLAN g <br />3 PLACES CONT. CO) <br />T = 2,931 LBS 6" JOIST <br />MOVEABLE ALONG TYP. <br />ANY POINT ON <br />P1004A <br />30" PAN <br />TYP. <br />UNISTRUT SUPPORT <br />SCALE: %" = V-0" <br />6" JOIST P1004A BEAM BY UNISTRUT <br />SEE PLAN <br />TYP. <br />NOTE: <br />UNISTRUT FRAMING TO BE <br />DESIGNED BY UNISTRUT ENGINEER. <br />SIZES SHOWN ARE MINIMUM <br />I ro C*A &,ro <br />CONSULTING ENGINEERS <br />7680 Universal Boulevard, Suite 580 <br />Orlando, Florida 32819 <br />407.363.1201 " FAX 407.363.1204 <br />E-MAIL: info@tkwonline.com <br />Engineering Certification # 5762 <br />Survey LB # 734 <br />PLAN NOTES: <br />EXISTING FLOOR AND ROOF IS CONVENTIONALLY REINFORCED <br />CONCRETE WITH 3" THICK SLAB, 6"x14" JOIST AT X-O" O.C. TYP. <br />(14"x6"x30" PANS), AND BEAMS. <br />El <br />NEW EQUIPMENT BY PHILLIPS. INSTALLATION AND LOCATION AS <br />INDICATED BY THEIR DRAWINGS AND SPECIFICATIONS. <br />El P1004A BEAM BY UNISTRUT. <br />CONTINUOUS P1000T BRIDGING BY UNISTRUT. <br />DIAGONAL TENSION AND COMPRESSION BRACING (T/C = 900 LBS, TYP.) <br />❑5 BY UNISTRUT. FASTEN TO EXISTING CONCRETE WITH 1- Y2"0 SIMSON <br />STRONG BOLT. <br />a UNISTRUT FRAMING TO BE DESIGNED BY UNISTRUTS ENGINEER. SIZES <br />SHOWN ARE MINIMUM. <br />NON-STRUCTURAL PARTITION WALLS BELOW THIRD FLOOR SUPPORTED <br />El BY SECOND FLOOR. SEE ARCH. DWGS FOR LOCATION. <br />3" <br />EXISTING EMBED. <br />CONCRETE FLOOR <br />SHIM AS REQUIRED <br />T = 2,931 LBS <br />NOTE: <br />CONTRACTOR MAY USE 2 - Y2"0 SIMPSON SET - XP EPDXY ANCHORS <br />WITH 2 Y" EMBED INSTEAD OF STRONG BOLTS. <br />HANGAR CONNECTION <br />SCALE: 1 V = V-0" <br />SuBMII w PLANS) HAVE BEEN RI <br />BY ZETHYRHILLS FIRE MARSHAL'S <br />Date: <br />Reviewer: <br />BUILDING SRALL COMPLY WI`Tr'i <br />ALL APPLICABLE BUILDING, <br />ELECTRICAL, PLUMBING AND <br />R&%*J-bkwJs WA"cY.tt fc <br />Fes• VON <br />V <br />Im <br />r <br />A <br />0% <br />oV=j <br />114 <br />0 <br />ob <br />04 <br />0 <br />o b <br />$=4 <br />S-3 <br />©= BWM Aroma, rw. <br />
The URL can be used to link to this page
Your browser does not support the video tag.