My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6927 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6927 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 12:20:56 PM
Creation date
2/19/2025 9:46:46 AM
Metadata
Fields
Template:
Building Plans
Street #
6927
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
441
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
19
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
I <br />la <br />0 <br />N <br />2 <br />SD-1 <br />5 <br />5D-I <br />35'-0" <br />15'-0" <br />12'-0" 8'-0" <br />)21 PATIO SLAB: <br />3 Y2" GONG. SLAB ON <br />6RADE (2500 P51 <br />MIN.) w/ 6x6—W1.4xNI.4 <br />12" WIDE GONG. I N I MESH OR FIBER MESH <br />TURNDOWN EXTENDED I w I ON c 5% GOMPAGTED <br />MIN. 12" BELOW 6RADE I FILL OR VIR61N SOIL. <br />I <br />2 1 7 I 2 HVAG <br />5D—I I SD -I 3 y" STEP 50-1 I SD -I UNIT <br />2 <br />10'-2" <br />f � I <br />5.6.D. REGE55 PER I • <br />I I <br />• I MANUFAGTURERS <br />INSTRUCTION <br />I <br />� I <br />I I I • <br />� I <br />................. _w w.— ---- ---- ---- .— ----- ---- <br />NOTE: REFER TO BLOGK I • <br />PLAN FOR ALL DOWEL <br />g LOGATION DIMENSIONS. <br />: <br />I <br />I E <br />I• <br />I <br />1 c2�uu r5i riirt/ wi c2xv—wi.gxvNi.-- <br />MESH OR FIBER MESH OVER 6 I • • • • • <br />MIL. POLY ON 15% GOMPAGTED <br />FILL OR VIR61N SOIL. I 3 2 <br />..� ..�...�5D— <br />d_ <br />� I s <br />• I N 15D-1 <br />LU <br />I <br />L---- --- -----J <br />v <br />2 <br />5D-1 <br />I• <br />5LA5 PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />EXTENT OF OVERT=RAMING <br />s .KP... —INDIGATES 1/S"A" SAW GUT CONTROL JOINT <br />INDICATES LOGATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKINO UNDER POST OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal; <br />N -17824 <br />m <br />• <br />-o '• <br />T OF ' F! <br />® �•• '• e <br />© copyright : MU'94 �O q <br />Structural Engineering, Inc. <br />0 cD <br />z <br />Jcc: <br />w <br />w <br />z <br />o <br />z <br />w <br />J <br />a <br />i <br />� <br />Q <br />Z � <br />o <br />QUJ <br />cry <br />-Am <br />Zi <br />E <br />a <br />> <br />Jz <br />� o <br />op <br />W <br />Y co <br />CO) <br />W <br />M LO <br />N <br />cc <br />m o. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />N J M <br />drawn by: <br />KG K <br />issue date: 0 5-2 0-2 0 <br />REVISIONS: <br />date: initial: <br />z <br />d <br />J <br />0., <br />m <br />sheet: <br />'P <br />cu <br />Z <br />4 <br />0 <br />J <br />LL <br />W <br />Q <br />� <br />z <br />0 <br />a <br />Ld <br />d <br />w <br />J <br />d <br />T <br />F- <br />o <br />cdn <br />o z <br />,W <br />J J <br />35'-0 <br />5I-oil <br />M <br />SGA LE: 1/4"=1'-0" (22x54 SHEET) <br />SGAL.E: 1/5"=1'—O" (IlxI1 5HEET) <br />FORM A <br />Foo 1.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.