My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36630 Garden Wall Way
Zephyrhills
>
Building Department
>
Building Plans
>
36630 Garden Wall Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 10:33:14 AM
Creation date
2/27/2025 11:18:01 AM
Metadata
Fields
Template:
Building Plans
Street #
36630
Location
Garden Wall Way
Contractor
Lennar homes
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.
/
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
"NOTE: <br />VARIES <br />1'-10" <br />111' <br />CAP <br />f <br />CAP <br />_ <br />N <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />c <br />2" <br />11 r <br />- <br />CD <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1"L 2" OPENING VARIES <br />=IN <br />iv <br />1/2" RADIUS< <br />31/ <br />1'-53" <br />3/4" RADIUS <br />_ <br />a <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />`l <br />EDGE OF <br />1" 4" <br />VARIES <br />Av <br />i• c� <br />1' <br />OPENING <br />VARIES <br />iv <br />q <br />M = <br />N <br />�2n <br />12° <br />VARIES <br />VARIES <br />1 1/2" RADIUS <br />r <br />34" r, <br />41„ <br />�`-4 �-�{ <br />2"4" <br />2 1/2" RADIUS <br />L0 ;- <br />� Ala <br />E)4 <br />Iry <br />��� My CD <br />VARIES 12" <br />32 11" 32 <br />1" <br />BASE <br />(D <br />BASE <br />^N 3" <br />z,,r <br />�d <br />= I <br />N <br />I <br />12r, <br />'NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />`Q <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />2" <br />2" <br />= <br />1" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />_ <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />4„ <br />101, <br />&4 <br />-- <br />21,r <br />4 <br />� <br />10" g" <br />N <br />_ <br />(D <br />s <br />.____ _..-___ <br />rr <br />2" <br />N <br />2" 4" 3" <br />2" 2" <br />32" <br />1-1/2" THICK <br />--- <br />24" <br />SIN <br />M <br />-- <br />v <br />2'.4" <br />52r, 1,-5,r 52 <br />4 <br />'�'r <br />`v j. <br />cIN <br />00 <br />51„ <br />4 <br />1,-4n 3„ <br />s <br />(D <br />------- <br />a 1" <br />12 <br />VARIES <br />VARIES <br />in <br />2 <br />fV <br />Ll <br />- <br />____ , <br />• <br />VARIES <br />VARIES <br />4" <br />OI <br />'2" <br />s <br />= <br />I <br />_ �------- _ <br />I <br />c �r. <br />y� <br />6" 4" <br />'�� '�� <br />N fV <br />KEYSTONE F11 0 <br />OPTIONAL <br />KEYSTONE F11 00 <br />OPTIONAL <br />13- <br />fD i L16n CD <br />Q- <br />2 44r, <br />to <br />v <br />2 <br />2 <br />' 4" GARAGE <br />DR. OPENING 4" <br />3 4" WINDOW OPENING 4" <br />NOTE: <br />--- _ _ <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />ON <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK &FINISH <br />14 <br />12 <br />, <br />2" <br />• FOAM/T PS MATERIAL IS ACCEPTED <br />T-8" <br />7" <br />= <br />N <br />1 rr <br />4" T-0" 4" <br />10 1'-4" 101, <br />N <br />--- <br />tD <br />00 <br />04 <br />O <br /><V <br />--..—___ --- <br />r <br />1' <br />70• <br />= <br />12rr <br />1,r <br />`v <br />N <br />1-1" 1" <br />1" <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />6 ACRYLIC SAND FINISH <br />N <br />N <br />N <br />a� <br />N <br />IQ W <br />O ✓ C3 <br />C1. <br />N C7 <br />'n cn cn <br />tlf N O ro <br />L11 � <br />a ru <br />N y w A <br />wti= o <br />ry <br />ya•� <br />E <br />o <br />a. <br />w <br />CV <br />C] <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 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and <br />seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />� <br />ys Q <br />Q t <br />N N <br />V $ <br />�p <br />N m <br />N <br />c04 0 <br />C —1 2 <br />ie <br />LL W <br />V' �LLLL S <br />EIQ <br />o <br />Z $0 <br />11IL <br />W T <br />m W <br />Z cc b N Z <br />Q J <br />N OU <br />Z <br />W <br />y <br />U <br />Z C-4^ <br />Z <br />Z <br />Q <br />WNp <br />N CD <br />4—J <br />N <br />�fJ � <br />SW <br />O <br />v1 <br />c •, <br />�N CD <br />(� r— rn <br />w <br />�OQ <br />M <br />�O <br />W <br />LL- <br />E <br />�o <br />oLL <br />a <br />=o <br />0 <br />Vnj <br />R0 <br />W <br />z <br />I <br />_C <br />Q <br />0 <br />do <br />�S� <br />az <br />ado <br />�0 <br />� c <br />��t <br />Y�� <br />N O <br />�0 <br />2 <br />z <br />.mil' <br />3 <br />�w <br />Q <br />z <br />S� <br />�z <br />W <br />g� <br />a <br />0�� <br />33 <br />0 <br />c O <br />�LO <br />LO '^ <br />LOCc <br />rn <br />B <br />Q <br />� <br />� <br />� <br />N <br />Cc O <br />T <br />O <br />J <br />A <br />NT <br />MY <br />W <br />m <br />Ll` <br />Qi <br />O N <br />o <br />� <br />� N <br />r <br />Ln <br />U') <br />T <br />r <br />E <br />•E <br />N <br />° <br />z <br />Z <br />T— N <br />y <br />E <br />c <br />a <br />U 0 Q o <br />C <br />JOB <br />NO : 22-08311 <br />SCALE : 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.