My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6756 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6756 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 5:02:19 PM
Creation date
2/19/2025 8:26:55 AM
Metadata
Fields
Template:
Building Plans
Street #
6756
Location
Shelby Lynn Way
Contractor
K Hovnanian
Building Plans - Permit #
2942
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
fJ <br />P,4 <br />f) <br />351-011 <br />5-411 4'_611 41-511 41_511 ,. 61_2" .21_6" 4'4 <br />" 31_211 <br />0 <br />I <br />r <br />1 <br />N <br />m <br />LEGEND <br />• INTERIOR BEARING WALL <br />• E-- _ _ _ :D BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMING <br />L—'--J <br />•-_Mm_-_--..__ .-..-- INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NRY LINTEL PETA I L5 <br />REINFORGEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORGEMENT <br />MB-1 <br />8178-06/OT <br />----- <br />----- <br />MB-2 <br />SFS-IB/OT <br />----- <br />(1) #5 <br />43-3 <br />SFI6-6/IT <br />(I) #5 <br />(1) #5 <br />MB-4 <br />5RF14-16 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. <br />2. SHORE FILLED LINTELS AS REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 ksi <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MABONR"' LINTEL A55EMBL I E5 <br />5EE 5GHEMLE AND 5PEGIFIGATION5 FOR ADO'L INFO <br />1 i -1, MIN. (1) GOURSEWND 1 i I1 MIN. (1) GOLRSE/BOND <br />LQJ 1 BEAM ABOVE LINTEL i 1-2+1 BEAM ABOVE LINTEL <br />77 <br />GROUT GROUT <br />BOTTOM REINF. <br />PRECAST LINTEL w/ PREGAST LINTEL W <br />EMBEDDED REINF. EMBEDDED REW <br />MB- I MB-2 <br />j -- j i l i '++— TOP COURSE, IF <br />I I ++— TOP COURSE, IF I LQ_ I <br />I LQJ I I I REQ'D PER ARCH. <br />v I 1 REOV PER ARCH. ---� <br />TOP REINF. OR GONT. <br />GONT. BOND BEAM <br />BOND BEAM REIN. REIN. A5 REQD <br />GROUT <br />GROUT BOTTOM REIN. <br />BOTTOM REIN. PRECAST LINTEL w/ <br />EMBEDDED REIN. <br />1 a. I PRECAST LINTEL w/ {�-Y--t <br />-#-fit- EMBEDDED REIN. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />e`��'� <br />seal � �� . < <br />° <br />No / d PL.4 <br />o ° <br />STATE OF z <br />e J <br />© copyright: ILlf(lfn* mom <br />Structural Engineering, Inc. <br />aCD <br />Z <br />LU <br />w <br />w <br />Z <br />o <br />CD <br />rn <br />W <br />OQ.. <br />J <br />Q <br />Zm <br />� <br />LZ <br />N <br />.c <br />QU <br />U <br />t �CZL <br />tm <br />m <br />UJ <br />= <br />J <br />= <br />m <br />a <br />Z <br />o <br />W <br />0 °Q <br />Y <br />2 w <br />y <br />m L6 <br />W <br />C N <br />C. <br />ce) M <br />M&K project number: <br />068-2001 1 <br />project mgr: ,,J S B <br />drawn by: BC <br />issue date: 09-1 0-'21 <br />REVISIONS: <br />date: initial: <br />2021 <br />MB 1 d <br />�r- <br />r-- Q a <br />O O <br />I <br />�n <br />LL <br />• _ � IQ <br />N W <br />I <br />MB 3 <br />0 <br />00 <br />0 <br />I 11 I I I I I I I I I 1 11 1 I I I I I � O <br />I'-4" 16 -0 I -4 5 -0 I -4 2 -10 3 -2 4 -0 M <br />'�0 <br />BLOCK PLAN <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: I/W=1'-0" (IlxI1 SHEET) <br />sheet: <br />Fm2.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.