My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6653 Wagon Trail St
Zephyrhills
>
Building Department
>
Building Plans
>
6653 Wagon Trail St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 7:03:14 PM
Creation date
2/27/2025 11:27:59 AM
Metadata
Fields
Template:
Building Plans
Street #
6653
Location
Wagon Trail St
Contractor
Lennar Homes
Building Plans - Permit #
19685
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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
N <br />2" <br />1" <br />N <br />iv <br />2" <br />C1, <br />f7f If 1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY n <br />COMMUNITY <br />SPECS. IF NOT, �2��� <br />DETAIL TO BE 1" 2" OPENING VARIES 2" # <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />r^ <br />CV <br />Cli <br />q <br />N <br />ryN <br />2" 11" 32" <br />1„ <br />1" RADIUS <br />31/2" RADIUS <br />3/4" RADIUS a <br />1/2" RADIUS <br />1" 4" <br />221" <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />1/2" RADIUS <br />1'-54" <br />VARIES <br />VARIES <br />VARIES <br />12" VARIES <br />BASE <br />M <br />�� <br />Mla <br />r,l� SIN <br />r <br />- <br />LO r <br />• <br />4L <br />34' 2" <br />MI<T 1,� 1„ <br />3�� <br />4 <br />4„ 42 <br />N <br />^3" <br />N <br />r 3,, 3n <br />4 4 <br />/ <br />2" <br />I�'Ij <br />VARIES 12 <br />2, 2„ <br />• <br />1 <br />24, <br />• <br />12 <br />3„ <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 />�N <br />6 <br />Sol <br />1'-6" <br />1" 1'-4" <br />1 <br />0 <br />N <br />1" <br />fry <br />I <br />U) <br />1-1/2" THICK <br />U)1 <br />1-1/2" THICK <br />21" <br />4 <br />'17 <br />N -la <br />Cl) <br />3, <br />4 <br />/ <br />4" 10" <br />�. <br />0> <br />L4�— <br />10" 6" <br />� N <br />6 <br />2„ 2- iv <br />ri <br />2, <br />r <br />00 IN <br />3n <br />4 1" <br />2 <br />LI <br />_ <br />� <br />1-1/2" THICK <br />rM <br />1 �-4" 3" <br />1 <br />212 <br />�� <br />�-- �`-- <br />- <br />N <br />22' <br />3' <br />M <br />�M <br />52' 1'-5" 52" <br />54 <br />3,� <br />�1 C7n <br />VARIES <br />VARIES <br />r4" 8�� <br />iti i� <br />04 <br />CO <br />2 <br />VARIES <br />VARIES <br />3 21 <br />r00 <br />KEYSTONE F11 b � KEYSTONE F11 � <br />OPTIONAL OPTIONAL <br />3.. 3" <br />4" GARAGE DR. OPENING 4" 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 />6" 4" <br />2 <br />VARIES. <br />2" <br />CD <br />op <br />CV <br />1 <br />1" <br />- 1 <br />0?o <br />Mir <br />O <br />NOTE; <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" 3'-0" 4" <br />10" 1'-4" 10" <br />14' 4' .14. <br />b <br />CD <br />CV <br />r <br />CV <br />12" <br />54 <br />2'-1 <br />1 -12 54 <br />7 <br />_ <br />_ <br />R�3 <br />V <br />1 4" <br />• <br />- <br />N <br />iv <br />N <br />N� <br />2 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />L7 <br />z� <br />0 <br />zE3_Q <br />U) <br />C� C� <br />c� <br />4--J w <br />�U — <br />O w <br />Ln <br />0 <br />Cl) <br />i� C%i <br />o <br />U <br />C") f7 <br />LUC <br />f6 C, <br />O O O <br />S ai <br />�LLm <br />om� <br />Y <br />u7 d V, <br />Q m <br />M Q O <br />All <br />` <br />��V <br />*I <br />'r <br />CR <br />v co <br />_o <br />♦♦�� <br />V o v rn <br />N <br />o <br />Z cj <br />Z LUM��Z <br />c <br />N j lL O O <br />LL Z <br />IL <br />N <br />ii N <br />LU a>=moo <br />W <br />a <br />a <br />W V a ii� <br />z <br />Z0M��� <br />=�Q <br />o <br />h <br />Z t/>f�EP� <br />LL�tAoo <br />mm <br />W a �aM <br />N <br />o <br />U <br />U O� <br />❑❑ <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 2017 Florida <br />Building Code- Residential 6th Edition. Engineer's <br />signature andseal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />Z O <br />0 cu <br />1,0 <br />H Go O <br />M <br />Q U <br />�- <br />Q � u' <br />, M <br />U Q 00 <br />Q � <br />� <br />Z <br />W <br />-i� <br />Mj <br />OZ <br />od <br />O <br />z C <br /><a <br />wz d <br />o <br />ooW <br />zwwlY <br />J <br />0 z <br />< <br />�a0u7 <br />a <br />(-- <br />VOwwN <br />U o <br />T <br />LJJ <br />� <br />o <br />ZZ <br />ro <br />1 <br />�z <br />w <br />z <br />z <br />-a <br />Ln <br />at <br />O <br />L n <br />O <br />z <br />�n <br />("14 <br />oc <br />Luj <br />LU <br />Lu <br />o <br />oz <br />cc <br />X <br />r � <br />LU <br />VKm2 <br />$ <br />N <br />A <br />z <br />w 0 J <br />Z Q <br />a <br />'d" <br />o 2 <br />Z <br />WN <br />LnLLj <br />o <br />¢aceo <br />J <br />rl <br />LLI <br />a <br />Q <br />z <br />Ln p z u <br />w U <br />�S Q <br />WZ <br />Ln <br />Z <br />aji <br />) <br />m <br />O <br />o�ogz <br />LUa <br />z <br />LU <br />T <br />LL <br />UO <br />z <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />F1 <br />i <br />I. M,, 1 1,J1 i.L 1 I ".k'h'auiu I.Ia II. i l;i L,_si. iL I I I I I 1 11 1 1 1 T �� <br />
The URL can be used to link to this page
Your browser does not support the video tag.