My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36513 Flats St
Zephyrhills
>
Building Department
>
Building Plans
>
36513 Flats St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 6:44:38 PM
Creation date
2/18/2025 4:16:31 PM
Metadata
Fields
Template:
Building Plans
Street #
36513
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
Unknown
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
U I I 1911"IPPWRII <br />2" *NOTE: VARIES CAP CAP <br />FOAM TO BE USED I" RADIUS--'�l 1/2" RADIUS <br />ONLY WHEN <br />2" REQUIRED BY 3 1/2" RADIUS - <br />COMMUNITY 3/4" RADIUS — - V-5j" <br />00 SPECS. IF NOT, C14 <br />_j:_,j,2-. OPENING VARIES 2-1 <br />DETAIL TO BE co <br />LU <br />BUILT W/ STUCCO. 1/2" RADIUS - <br />Vj� 4 �"11 A R �IE S U- <br />CLC- C= <br />N l— EDGE OF <br />OPENING VARIES <br />I " � = L&- <br />W <br />N VARIES #A . <br />21" <br />11" ill 4 - 11'4" <br />2 VARIES <br />N V-0. <br />1 1/2" RADIUS — <br />Cr M <br />4" 41 2" <br />2 Z! <br />4" 2 1/2" RADIUS —j <br />3 <br />4 4 <br />M C, <br />A <br />3j" 34" <br />VARIES <br />3" _1:,7' rl 14 BASE BASE <br />V-811 <br />j4' <br />4 C"4 <br />C"! <br />V-01, 4" <br />ncq <br />*NOTE: VARIES 8- 2" <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY 1.1 <br />SPECS. IF NOT, OPENING VARIES 2L' <br />DETAIL TO BE =2' <br />BUILT W/ STUCCO. <br />4" <br />2" <br />1/2' RJ <br />EDGE OF k.1 <br />OPENING <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />101. drawings comply with the 2020 Flords Building Code - <br />4" Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />10.. Engineer's signature and seal. <br />6- <br />W <br />21 <br />4 <br />0 <br />0) (0 r, 1- 12 S <br />04 0 qk <br />2' <br />13 <br />IL <br />4 <br />�'t 3- LU Uj <br />N W <br />2" 4" Go 0 <br />Mz <br />LL 13 C14 <br />z 0 W <br />Lo <br />LO 1-1/2" THICK 0 <br />2j" <br />2'-4" V-1011 < <br />7" 4" <br />52- V-5" 2 <br />3 V) <br />51 > <br />4 <br />;0 IN 4--J C—n <br />LU <br />VARIES VARIES 0 LU <br />V) <br />V) <br />Lo U) <br />LU <br />LU <br />VARIES VARIES <br />4" 8- <br />co <br />;0 --j <br />6" 4" KEYSTONE F1 1 KEYSTONEF11 LL <br />r OPTI L L <br />N. OPTION=AL OPTIONAL 2E E <br />E 0 <br />wa <br />�O SO <br />;0 Z 9 a !1 8 Q <br />ZD 4j" 3" c:) E . I, <br />CD no <br />C14 <br />t 00 <br />G 1- 4" GARAGE DR. OPENING 4"' WINDOW OPENING 4" 0 <br />F <br />2" 1 1 <br />NOTE: <br />INSTALL OVER STONE, TYP. <br />W 1z <br />LD <br />FIN. TO HAVE TRADITIONAL <br />VARI CL 0 W <br />LOOK & SMOOTH FINISH <br />FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />W, t <br />0'. 0 <br />EE NOTE: <br />E2 <br />9 FIN. TO HAVE TRADITIONAL LOOK & 7-1" .2 C) <br />-9 SMOOTH FINISH 4'. 6j" <br />2 5j" 124 <br />.9 2- 9 FOAM/ EPS MATERIAL IS ACCEPTED 1'-14 5t' (0 LO 9 <br />3'-8" 7" <br />M <br />4" T-0" 4" < <br />X 10- 1'-4" 101, i3L <br />.. . .... . ------- 0) <br />CU <br />j ce) C11) <br />00 L <br />C.) C) <br />Z <br />0 C N <br />04 LD <br />LO <br />U) <br />< 0 04 C:) <br />C'4 <br />CD <br />co LO <br />N <br />LO C T— <br />C; <br />z E <br />cc <br />co E V <br />0 0 <br />a. <br />JOB NO: 22-12363 <br />SCALE AS NOTED <br />GENERAL NOTES: SHEET NO. <br />1.5 LBS DENSITY STYROFOAM <br />F <br />POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />
The URL can be used to link to this page
Your browser does not support the video tag.