My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3139 Nubbin Ridge Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3139 Nubbin Ridge Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 12:48:18 PM
Creation date
2/19/2025 8:53:29 AM
Metadata
Fields
Template:
Building Plans
Street #
3139
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22333
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 />N <br />r- Cl) <br />N <br />2" <br />N <br />00 <br />C° <br />1� <br />VARIES <br />"NOTE: <br />l. <br />FOAM TO BE USED <br />ONLY WHEN r- <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />r,N <br />r <br />Nam+ <br />12° <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />1'-54' <br />3/4" <br />1/2" RADIUS J� <br />1" 4" VARIES <br />VARIES <br />_ <br />�' <br />M <br />v <br />CAP <br />N <br />to <br />1" 1" <br />0 <br />M <br />22, <br />12 <br />VARIES <br />VARIES <br />1 1,4„ 1„ <br />1 1/2" RADIUS <br />4" <br />34 4 <br />rIV <br />T <br />MTa 1„ 1„ <br />All, <br />4" 2 <br />C <br />N <br />-IN <br />co <br />SIN 3" <br />4„ 4„ <br />2" <br />T � <br />M� <br />VARIES 12 <br />2' 2 <br />SIN <br />Ch <br />32 11" 32 <br />1" 1" <br />1, 8„ <br />1" <br />2 1/2" RADIUS <br />BASE <br />• <br />to <br />N <br />BASE <br />4 <br />• <br />rN <br />12, <br />*NOTE: <br />VARIES <br />8„ 2„ <br />3„ <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 />OPENING VARIES <br />2" 2" <br />EDGE OF <br />OPENING <br />2" <br />�N <br />1" 1'4' <br />ki <br />T <br />1" <br />2a 1 <br />• <br />1-1/2" THICK <br />All <br />1-1/2" THICK <br />0 <br />N <br />4" <br />10" <br />�m <br />24„ <br />V <br />10" 6" <br />al—1 <br />2 <br />N <br />2„ 4„ 3„ <br />6 <br />2„ 2„ iv <br />w <br />CO <br />24, <br />1-1/2" THICK <br />32" <br />-I� <br />r <br />2'-4' <br />1'-10" <br />1y-4" <br />52' <br />1'-5" 52' <br />_ <br />80 'iN17 <br />TI <br />V <br />1,4„ 3„ <br />I I <br />N <br />�M <br />51" <br />4 <br />4" 1" <br />12 <br />VARIES <br />VARIES <br />21 <br />w <br />- <br />I <br />C <br />22„ <br />VARIES <br />VARIES <br />4„ 8„ <br />CN N <br />00 � _ <br />R6„ <br />r <br />> <br />TM <br />1 <br />32 <br />3 <br />Q1' ° �, <br />� j� <br />2 44 <br />�� �, <br />�� <br />- <br />KEYSTONE F11 b <br />OPTIONAL <br />4- GARAGE DR. OPENING 4" <br />oo _ <br />KEYSTONE F11:A <br />OPTIONAL <br />�3" <br />L3-4 WINDOW OPENING <br />NOTE:INSTALL OVER STONE TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />� <br />(V N <br />'vs„ <br />'v KTil" <br />121 <br />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />14 1'-64" .4. <br />12" 11, <br />54" <br />2'-1„ <br />1'-12' 5" <br />4 <br />1'-4„ <br />00 <br />1 " <br />_ t� <br />� <br />�. <br />3'-8" <br />4" T-0" 4" <br />101, 1,-4„ 101, <br />0 <br />- <br />CV <br />7" <br />Ro <br />iv <br />iv <br />(N <br />(iU <br />(V <br />C?o <br />M r <br />n <br />• <br />, <br />1" <br />12, <br />N <br />O <br />GENERAL NOTES: <br />M � <br />- <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />r� <br />a <br />rn <br />0 <br />CV <br />O <br />N <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />a <br />O V 8 <br />N N # <br />V <br />Cl C) 0 <br />M N N <br />J J <br />LL LL <br />0 <br />H <br />2o70) N <br />7 LL <br />J w <br />LL � a C. <br />Q <br />N- <br />fA M <br />W N <br />a Lu <br />13 <br />; mLL <br />(n 0" <br />d X Y <br />010,09 <br />O <br />O <br />K <br />0 C <br />ca 0 <br />m m 0 <br />a <br />W <br />Z <br />I IL <br />g Earn <br />B o <br />vmNo <br />N Q M Z <br />¢O5_ <br />Z <br />U <br />❑❑❑❑ <br />W <br />V M � <br />z N o <br />� o <br />z M N <br />z o � <br />Q � <br />J M <br />(Z O <br />Wv) <br />z " <br />0 <br />�_ LL <br />4-1 <br />U% Y� <br />w n <br />0 <br />� Q <br />N <br />�� <br />� � <br />~ O <br />U M <br />w rn <br />o <br />z� <br />Ci m <br />m <br />0 <br />< o <br />sm <br />o <br />w <br />M <br />M <br />2 <br />zos <br />g <br />z <br />z¢ <br />J <br />� <br />Q <br />z o <br />w o <br />� m <br />¢ o <br />Z® <br />No V <br />oaE 000 <br />N E <br />a�o� <br />¢ z <br />W w <br />i <br /><o <br />m0 <br />Y <br />U <br />Oz <br />Z <br />J <br />a 0 <br />6 W <br />z <br />V7 <br />y 2C, <br />8'2 <br />z <br />ao <br />Q > <br />w <br />< <br />ao <br />aZ <br />r- <br />o <br />aZ <br />' <br />0 <br />'aF <br />O <br />cfl <br />� <br />o< <br />Z Q <br />O— <br />U <br />=N <br />0 <br />'W <br />■ _ <br />00 <br />00co <br />J <br />0 <br />m <br />W <br />T <br />� <br />T <br />■ t•� <br />Z r <br />L <br />LO <br />/� <br />VJ <br />2 Qo <br />C) <br />M N <br />T' <br />T <br />00 <br />T <br />CU <br />M ` <br />o <br />z <br />E O <br />.— <br />d <br />E <br />U J <br />Q 0 <br />-1 <br />JOB <br />NO: <br />19-8536 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.