My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36484 Flats St
Zephyrhills
>
Building Department
>
Building Plans
>
36484 Flats St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 2:04:59 PM
Creation date
2/19/2025 10:51:09 AM
Metadata
Fields
Template:
Building Plans
Street #
36484
Location
Flats St
Contractor
Lennar Homes LLC
Building Plans - Permit #
5972
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
38
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
Cn <br />co <br />U') <br />L0 <br />e <br />cy <br />X <br />LO <br />C14 <br />L0 <br />Ln <br />U') <br />kc) <br />f�04 <br />C <br />E <br />E <br />0 <br />LZ <br />CL <br />C1. <br />ii <br />.2 <br />LZ <br />CL <br />C14 <br />VARIES <br />CAP <br />CAP <br />2" <br />*NOTE: <br />cli <br />FOAM TO BE USED <br />1" RADIUS-,"� <br />CV) <br />2" <br />;0 <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />OPENING VARIES 2 <br />1/2" RADIUS <br />3 1/2" RADIUS - - <br />-5;1 <br />3/4" RADIUS — - 4" <br />Av <br />A <br />&D <br />BUILT W/ STUCCO. <br />1/2" RADIUS — <br />EDGE OF <br />ill- 4" <br />VARIES <br />I <br />AV <br />OPENIN G <br />VARIES <br />V-4" <br />04., <br />2j" <br />VARIES <br />1-4- <br />04 <br />ill <br />2' <br />VARIES <br />Ac,4 <br />V-011 <br />1 1/2" RADIUS — <br />4" <br />4" <br />4 4 <br />4 <br />4" 41" <br />A <br />C17 <br />2" <br />2 1/2" RADIUS <br />A4 <br />4v <br />AV <br />VARIES <br />3j" 3j" <br />rl <br />BASE <br />,:3" <br />F <br />1:j <br />BASE <br />Bit <br />4" <br />*NOTE: <br />VARIES <br />8- 2" <br />3" <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />&D <br />COMMUNITY <br />SPECS. IF NOT, <br />OPENING VARIES <br />14� <br />1.1 V-4" <br />DETAIL TO BE <br />�2' —2- <br />bEi <br />BUILT W/ STUCCO. <br />_U <br />-------- <br />EDGE OF <br />OPENING <br />1-1/2" THICK <br />1-1/2" THICK <br />4" <br />10" <br />2"' <br />4 <br />101, 6" <br />1 <br />&D <br />J-- <br />I6" <br />s I � 2- <br />W <br />U) <br />W <br />1-1/2" THICK <br />31- <br />211, <br />4 <br />A <br />,_ <br />74" <br />11-101, <br />7 4" <br />V-5" <br />f2," <br />;0 <br />4 <br />1-4' 3" <br />VARI <br />VARIES <br />U) <br />VARIES <br />VARIES <br />4" 6 8" <br />11 <br />N <br />-6 <br />-------- <br />C14. 04 <br />.0 <br />6" 4" <br />KEYSTONE F1 1 b <br />OPTIONAL <br />KEYSTONE F1 1 ;0 <br />OPTIONAL <br />CD '0 <br />1 414" <br />ZD <br />W <br />% % <br />11 4" GARAGE <br />- GARAGE <br />DR <br />DR. OPENING 4" <br />3" 4 11 4" WINDOWOPENING 4 <br />`1 1 <br />NOTE: <br />* INSTALL OVER STONE, TYP. <br />VARI <br />* FIN. TO HAVE TRADITIONAL <br />Rim <br />LOOK & SMOOTH FINISH <br />& FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />* FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />4: V-6j" <br />11, <br />2 <br />2-71" <br />2" <br />e FOAM/ EPS MATERIAL IS ACCEPTED <br />.4. <br />6 <br />6 <br />5j" <br />1--1", 53. <br />2 6 4 <br />T-8-- <br />7" <br />4" 3'-0" 4" <br />101, V-4" 10.1 <br />f2" <br />;0 <br />N <br />C14 <br />N, <br />04 <br />;0 <br />cl) cl) <br />"�7011 <br />12 <br />A <br />b <br />GENERAL NOTES: <br />a 1.5 LBS DENSITY STYROFOAM <br />ra "J <br />6 POLYCOAT (HARD COAT) <br />6 ACRYLIC SAND FINISH <br />ij <br />C�l <br />V%j <br />Lin <br />C%4 <br />ce- <br />0 <br />C= <br />C%j <br />C-4 <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and spedficabons contained within these <br />drawings complywith the 2020 Florida Building <br />Code - <br />Residentis <br />I I <br />7th 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 />C'j <br />3 <br />r-- <br />C', 0 <br />,v LL <br />-6 <br />0 <br />— �;; <br />2 2 - <br />, R: t <br />z 0,0 6 <br />Z <br />IL <br />Co LAj <br />r- <br />< <br />(ti 0 <br />z <br />(81 <br />0 'n <br />W <br />00 <br />CD <br />V) -0 <br />(1) LD <br />4- <br />0 LiJ <br />U <br />ci:: <br />0 <br />E <br />0 <br />E <br />C, <br />CL <br />E <br />0 <br />10 <br />0 <br />(D <br />�0 <br />C <br />E <br />0 <br />01 <br />z <br />tva; <br />z <br />1, <br />A <br />z z <br />z <br />W <br />C> <br />0 <br />Ln <br />L0 <br />L0 <br />120 <br />CL <br />L0 <br />co L0 <br />:3 <br />C> <br />U-) <br />L0 <br />< <br />U) <br />0 c) <br />0) <br />C�o <br />04 <br />.0 0 <br />U- Fj <br />C) <br />CN <br />CV) <br />M <br />;& C-4 <br />LO <br />Cy') <br />< IRT T— <br />(0 <br />I— <br />E <br />CY) <br />LO <br />z <br />co <br />z <br />(n <br />E Ch <br />E <br />0 <br />-j < <br />JOB <br />NO: 23-00525 <br />SCALE : AS NOTED <br />SHEEr NO. <br />F1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.