My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3152 Nubbin Ridge Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3152 Nubbin Ridge Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 4:19:03 PM
Creation date
2/19/2025 8:54:41 AM
Metadata
Fields
Template:
Building Plans
Street #
3152
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22334
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
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
2 <br />1 <br />iv <br />`� <br />iv <br />2" <br />N <br />- <br />00 <br />1- <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />1" 2" OPENING VARIES 2" 2" <br />DETAIL TO BE ,�.� <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />rN <br />^ <br />�' <br />0 <br />N <br />- <br />riN <br />C'7 <br />32 11" 32' <br />1' 8" <br />12' <br />1"RADIUS <br />3 1/2" RADIUS 1/2" <br />3/4" RADIUS a <br />1/2" RADIUS <br />1" j� <br />4" <br />22 , <br />i2 <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />CAP <br />RADIUS <br />1'-5-" <br />4 <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />BASE <br />T <br />M <br />rev <br />- <br />v <br />•'IN <br />T <br />(O <br />CAP <br />- <br />(V <br />FD <br />1 -4" <br />�O <br />`V <br />BASE <br />4" <br />34' 4" <br />M�a <br />� �Iv <br />T <br />C%11V' 1 �� ill <br />4 <br />42 <br />� � <br />N <br />r00 <br />SIN �n <br />4n :34n <br />2", <br />I'�-�I` <br />r"�v �p <br />("7'd� <br />VARIES 12" <br />,,, ,,, <br />2 2 <br />1'-0 <br />CV I <br />14 <br />24" <br />I <br />• <br />12' <br />f-E <br />3„ <br />• <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />VARIES <br />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2 <br />8" 2" <br />81 <br />I „ <br />1'-6" <br />1" 1''4n <br />T <br />O <br />(V <br />1" <br />cn <br />W <br />> <br />1-1/2" THICK <br />cn <br />W <br />> <br />1-1/2" THICK <br />24" <br />� 1 <br />M <br />3" <br />2 <br />/ <br />V <br />O <br />cV <br />10" <br />10" L 6" L - <br />r <br />6" <br />2, 2 iv <br />rM <br />2" 4 3 <br />24' <br />_ <br />T <br />"IN <br />3" 1" <br />2 <br />Big <br />U) <br />Q <br />> <br />1-1/2" THICK <br />2'-4" <br />1 4 3" <br />1z" <br />- N <br />aCN <br />22" <br />32" <br />_ <br />rM <br />IN <br />52' 1'-5" 52" <br />51„ <br />400 <br />rro� <br />�1D�'� <br />t, <br />VARIES <br />VARIES <br />VARIES <br />KEYSTONE F11 b Cn <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />VARIES <br />KEYSTONE F11 00 <br />OPTIONAL <br />L3 <br />3 4 ' 4" WINDOW OPENfNG 4" 3" <br />NO INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />4" 8" <br />___--_--_ <br />N <br />t <br />I <br />00 t <br />2 <br />6" 4" <br />CV fV <br />r° <br />2 <br />Aan <br />2" <br />(O <br />co <br />CV <br />1 <br />;-Er <br />� <br />o <br />eo o <br />MMT <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />-8" <br />T <br />4" -0" 4" <br />10" V-4- 101, <br />--NI <br />R70„ <br />-6d' 14" <br />- <br />0 <br />(V <br />CV <br />12' <br />4„ <br />2'-1" <br />1'_12' S3, <br />Ik <br />1 <br />iv <br />iv <br />1 " <br />1" <br />r <br />12 , <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />R <br />rn <br />rn <br />O <br />N <br />0 <br />CV <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />Q <br />g 8 <br />O V <br />to 00 PO <br />r(-p <br />N N# <br />N <br />00 <br />® <br />di <br />�Mp�j� <br />� *c w w <br /><L J6d(75 <br />mii 33 <br />c d p <br />_'0co <br />CIL <br />._ <br />� O0O <br />O <br />co <br />mME� <br />te <br />z <br />V N O <br />NQch ZQ <br />Q O_ <br />U <br />Z <br />O <br />F- J <br />0000 <br />W <br />z N O <br />W <br />� N <br />z � <br />z S <br />Q <br />J M <br />W N <br />04 <br />W � <br />Q <br />cI <br />�N <br />W r <br />c o <br />2 <br />o <br />U m <br />w � <br />m E <br />o 8 <br />yy <br />I <br />= <br />C U) <br />Q 0 <br />sm <br />r— <br />o <br /><O <br />� <br />x <br />w <br />M <br />M <br />z <br />o <br />Z <br />4 <br />l.l_ <br />CL E <br />W o <br />I <br />< @ <br />'® <br />.a <br />co <br />F—WX <br />0. <br />O E <br />x� <br />U <br />a¢ <br />z <br /><o <br />00 <br />xU <br />p <br />0 <br />az <br />IrN <br />m <br />¢ o <br />irw <br />w. <br />i <br />@ <br />fn C <br />z <br />0Y <br />U <br />N <br />O <br />a- <br />Z <br />Q w <br />z Z <br />(n <br />N <br />G� <br />o <br />Z <br />gO <br />C <br />a� <br />a <br />mw <br />00 <br />ap <br />y <br />� <br />x 3 <br />� � <br />w <br />5 <br />ao <br />OU3 <br />O <br />=N <br />N � <br />^L1 <br />W <br />r <br />c <br />N <br />ca <br />UO <br />/O� <br />� <br />L <br />W <br />■� <br />Z r <br />N <br />T <br />O <br />r <br />m <br />w <br />M N <br />C7 <br />ii N <br />o <br />Z <br />z <br />E O <br />r <br />m <br />a <br />U -1 <br />Q p <br />JOB <br />NO: <br />19-8532 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.