My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3209 Moulden Hollow Dr
Zephyrhills
>
Building Department
>
Building Plans
>
3209 Moulden Hollow Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 12:23:56 PM
Creation date
2/27/2025 11:17:28 AM
Metadata
Fields
Template:
Building Plans
Street #
3209
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19305
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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
1I111111C <br />2 <br />1 " <br />2" <br />"NOTE: <br />VARIES <br />1" RADIUS <br />M <br />N <br />r- c� <br />N <br />iv <br />00 - <br />`D <br />FOAM TO BE USED <br />ONLY WHEN - <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 2" <br />BUILT W/ STUCCO. <br />= <br />� <br />(V <br />3 1/2" RADIUS <br />3/4" RADIUS <br />1/2" RADIUS <br />1" <br />a <br />J�E <br />4" <br />1/2" RADIUS <br />1'-5-"� <br />a <br />VARIES <br />� <br />1" <br />EDGE OF <br />OPENING <br />'- <br />VARIES <br />Cj <br />c%> <br />(V <br />22" <br />VARIES <br />4" <br />34" 4, <br />MIVr <br />� Ala <br />r <br />4' <br />4 42, <br />r <br />cily <br />06, <br />3" <br />T-1N <br />4" 4' <br />2„ <br />_ �`'� <br />1I I <br />clo M� <br />VARIES 12" <br />i„ i <br />`2 `2 <br />rM <br />32" 11" 3z" <br />1 „ 1 „ <br />1�_8" <br />Li <br />1" <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />12 VARIES <br />BASE <br />r-N <br />LO <br />C.o <br />3., <br />cD <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 />2N <br />8" 2" <br />6 <br />V_6" <br />ill1' 4" <br />C° <br />f <br />�IV <br />4 <br />y <br />12" <br />CO <br />0 <br />�' <br />• <br />4" 10" <br />21 �� <br />4 <br />-" <br />N C7 <br />3 <br />4 <br />_ <br />10" 6" <br />� i11 <br />751 <br />6" <br />1-1/2" THICK <br />1-1/2" THICK <br />- <br />r <br />U <br />2cv <br />2„ 4" 3" <br />1-1/2" THICK <br />fn <br />W <br />Q <br />fn <br />W <br />Q <br />ch <br />24 <br />Sri <br />5z <br />2'-4" <br />1 5 52 <br />_ <br />00 IN <br />174 <br />4 <br />N <br />2 <br />4" 1 <br />2' <br />1 <br />12 <br />0 <br />N <br />O <br />VIC <br />CD <br />SIN <br />M <br />w - <br />^ro <br />2z" <br />VARIES <br />VARIES <br />I <br />i <br />r4l" 8„ <br />VARIES <br />VARIES <br />KEYSTONE F11 o <br />OPTIONAL <br />4" GARAGE DR. OPENING <br />4" <br />KEYSTONE F11 `6 <br />OPTIONAL <br />3" <br />3 <br />3 4 4" WINDOW OPENING 4" 4' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />_ r--------- <br />I <br />N I (V <br />I <br />00- <br />C° �Q to <br />6 <br />f--+f <br />M <br />VARIES <br />• <br />�1 <br />Q^ 1 41 <br />z a <br />raft• <br />o iv iv <br />[Z&4ar" d <br />2 <br />: <br />2" <br />00 to <br />1 <br />d <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8" <br />4" 3'-0" 4" <br />10" 1'-4" 10" <br />14' 1'-64" .4 <br />T o <br />(D <br />iV <br />12' <br />54' <br />2'-1" <br />1'-12' 54" <br />il <br />1 -4" <br />N <br />lV <br />7 <br />N <br />Oo o <br />CO Mr <br />(� <br />TIr <br />Rs <br />4 <br />M- <br />GENERAL NOTES: <br />(V� <br />O <br />-J, <br />M <br />• <br />• <br />• <br />1.5 LBS DENSITY STYROFOAM <br />POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />0�1O <br />zM <br />0 <br />— o <br />z N <br />z <br />¢O <br />J <br />co z <br />Ln 0 <br />Q) n c <br />(DM <br />w <br />U <br />w <br />0 <br />�N <br />~ <br />o <br />00 <br />w <br />C f0 M <br />f6 'a M <br />CN <br />— U <br />O O <br />-17 al <br />U <br />ALL 00 <br />C° 0) <br />(0 QO <br />O <br />Y <br />o <br />4 rn <br />LO V <br />CL <br />rnQ o <br />A1 <br />B I <br />N C B D C <br />.� m -, <br />ti <br />N <br />O <br />� CV <br />to C <br />N <br />•_OV 0 <br />C, <br />0 OWNO <br />OM� <br />Z WO —Z <br />C <br />�z <br />O <br />J`.0 <br />IOn <br />U <br />a) C <br />�giW <br />LLCWW <br />rn <br />Z <br />z <br />�U) _N <br />9 0 <br />mm <br />LLH � E. <br />440) N8 <br />W N Q M <br />-' <br />O Cj <br />U 0O <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />11 <br />Z cV <br />O a� <br />HI 4J <br />►>-+HMO <br />M <br />Q U- <br />fl. CO <br />z a� U '-4 <br />Q E00 <br />z�� <br />W J�� <br />d' <br />dz <br />�o <br />w� <br />za <br />f a <br />w¢rra <br />OU <br />O 0 K <br />H j z Z <br />J <br />1��.cy Lu <br />Y � � J <br />oM5 <br />F— <br />oc <br />]� <br />W <br />Q <br />��O w <br />Z Z <br />Z Z <br />Qz <br />Ln <br />z <br />�3 <br />o <br />o <br />-� <br />N <br />O <br />�a <br />U <br />= <br />c <br />�f <br />Uj <br />Jj <br />O <br />X <br />pQz <br />W <br />v a coa <br />fV <br />Zaoa <br />0 Oz <br />(Da¢ <br />8 <br />Z <br />a � o <br />f <br />LU <br />J <br />Ln <br />r-i <br />W <br />w <br />� ou <br />W <br />2:Q <br />o z <br />Wse� <br />Lf) <br />M <br />Q <br />k <br />aZ <br />Lf)QZ <br />a z <br />o <br />= <br />r, <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M]AMES <br />VERSION NO. 10 <br />SHEET NO. <br />F1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.