My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6318-6336 Timberly Ln
Zephyrhills
>
Building Department
>
Building Plans
>
6318-6336 Timberly Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 3:14:28 AM
Creation date
2/19/2025 10:56:58 AM
Metadata
Fields
Template:
Building Plans
Street #
6318-6336
Location
Timberly Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
10968-10977
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
27
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
2nd FLOOR STIRCI11RAL NOTES <br />GIFTED NOTES ARE KEYED TO FLAK <br />2l PIRDVIDE (I) 5 CONT. IN FILLED RiECA5T LINTEL IN 2' <br />RECESS AND (1)5 COM• N FILLED KO. BLOCK ABOVE <br />�-8• 2© 5' X 5' PFECAST LINTEL UV 2' RECESS FILLED SOLID <br />UVUM 4 (U 5 CCNT. IN FULLED KO. BLOCK ABOVE. <br />- - 21-10 14'-b' u'-b' W'-b' 4t'-b' k'•b' u'-b' 21 m --- . <br />21 21 ��y <br />4'-4' 3'40' 3'.2' 2'-8' Y-10' 4'-0' 3'-5' 1'-0' 4'-I' 3'•9' 1' 0' Y.S. 3'-9' 1'•0' 3'-9' 3'-9' 1'•0' 3'-9' 3'-9' 1'-0' 3'-9' 4'-I' 1'•0' 3'-5' 4'•0' Y-10' 2'-8' 3'•2' 3'-10' 4'•4' <br />POTTER BOX LINTEL (18 GAGE) CAN BE USED IN LIEU OF DA N S C O <br />PR£caSTLNtt-a"FOR MEMALDEPr+ 40 ENGINEERING LLC <br />■ ■ ■ ■ all ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FfNFORY.Eh1EN15 A5 INDICATED ABOVE (REFER TO <br />i ■ ■ POUIER BOX LINTEL CATALOG FOR MOSE INFORMATION) P.O. BOX 3400 <br />T m Apollo Beach, Florida 33572 <br />21 21 21 �' 21 )SIM. SEE (SIM. SEE 21 21 I 21 21 Ns rusT tCALL PILLMING, iETE INsPE aND p• 813.645.0166 <br />J )SIM. W#LOOR TRUSS C (SIM. SEE (SIM. SEE (SIM. SEE � (SIM. SEE c (SIM. W/FLOOR TRUSS J f. 813.645.9698 <br />SHEET SI.I FOR SHEET SI,I FOR APPROVED REa�snNG THE FRAMING www.danscoen ineerin ■ S8 PARALLEL TO WALL) S6 S6 S6 ■ S6 y S6 S6 ■ PARALLEL TO WALL) 6 ■ g s•com <br />SHEET SI.I FOR SHEET $I.I FOR IN SI ) I SI ) SHEET $1.I FOR SHEET Sl.1 FOR INSPECTION (FIER FBC n3) <br />L TEL ZE LINTEL ZE <br />� 1 I <br />LINTEL SIZE) LINTEL SIZE) �, ;, LINTEL SIZE) LINTEL SIZE) -- <br />rl <br />21 ■ w 21 0 <br />o <br />F i I F <br />■ S6 � I I �'� I I I � S6 ■ BEARING FRQME U.kUl Z H <br />v <br />1 I _ <br />v <br />O <br />O D <br />I lLL r FRAM WOOD UL4L1 , <br />-- jm� <br />- ■ � v - F1, ■ MA° Y SFEAR UTAU (MOCKS � W M ^1 <br />- - - - / tI _ - _ o a =_ - _ _- r BETWEEN FWD CELLS AR£ NOT ro Q o ii °tea <br />Q7j) �( ° J) ® �i BE FILLED, WLE55 NOTED ON PLAN)v \. �6 a' v1 ro -+ <br />■ ._ 1 r t — / t -- ■ ■ - - - —I all <br />• 5 VERT. N FILL CELL Z co <br />uj <br />W <br />ao I <br />W Z <br />o <br />■ I 1 � _ I I■ o <br />JII r J J tD <br />n II l <br />S6 �J I I S6 <br />TI I - ED� 5G= 1310/1311 - 5T. CROIX <br />, II <br />- � 1I =• I - II � II - � : _ - <br />1 I II II <br />r r <br />�� II II II II <br />JIM] <br />Nr <br />--- 1 II II ■ �" C� <br />- ---- - �J I �� ---- 5= 1530 - 51E5TA KEY W U <br />I I bi <br />- <br />---- Y II ---- <br />r El i1�;, ---- — — 21 O U <br />� <br />■ B )SIM. WIFLOOR '� \ (�`1B (SIM. W/FLOOR Z � <br />6 � l� ss TRUSS PARALLEL • <br />TRUSS PARALLEL - - - <br />'I � M- 1531 MARTINIQUE Q R <br />ro WALL) C <br />� i T' — 10 WALL) _ � <br />I' 4 �• 4'-0, 4 2 - 4'-8' 4' 0 <br />4' 0' 4' 8' T 4' 2' 4' 0 4' 0' _ O Z <br />-- --f - F - - ■ — <br />-- <br />o I - - ■ ■ ■ ■ ■■ Y ` / <br />'4 <br />i - ■ i <Ez� <br />< <br />■ ® - - )J L ■ 1 <br />h y <br />(� Y 1 <br />---- - - U <br />i - <br />- > w <br />TO THE BEST OF THE ENGINEER'S <br />a o o m KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />B B B ( ' y�l 2007 FLORIDA RESIDENTIAL BUILDING CODE, <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />■ I S6 ___J ■ R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />a I I B i i i -C- ENCLOSED (INTERNAL PRESSURE <br />7 o COEFFICIENT=t0.18) WIND ZONE <br />bi 9 9 9 3i i THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />m , <br />_ ■ I � - v -'--- v 4 I ■ AFTER THE DATE R IS SIGNED AND SCALED. <br />F11_ _ I SIGNED AND SCALED FOR THE STRUCTURAL PORTION <br />S6 . S6 - ( - OF THIS DRAWING ONLY. <br />2010 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER - - - t CONSENT FROM LENNAR CORPORATIOUN WRITTEN <br />■ _ p a v 6 ■ <br />v 2016THCSE DRAWINGS AND D[SIGNS ARE THE JOINT <br />-s - -t <br />I <br />- A <br />- A A <br />Y 21 S'.2 21 21 '� S1.2 21 L710. <br />S,1.2 v 21 I PROPERTY THISPROF CET. ANY ENGINEERING LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />A C. <br />to <br />I LIE <br />14 <br />Ty L t REVISION: <br />■ ■ ■ �, ■ f ■ DATE DESCRIPTION <br />09-29-09 1.00 2007 FBC UPDIAIES <br />I <br />(SIM. ■■ ry ■ ON ■■ ■■ ■■■ ■■ ■■ ry■ ■ ■■ (SIM. <br />• W�LooR <br />W/FLOOR ■ <br />TRUSS ss 21 <br />22 22 21 21 ss ARALLEL <br />PARALLEL 21 � 22 22 22 22 - <br />To WALL) To WALL) <br />I <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <br />4-4' --Y-0' 3'•2' 2'-8' Y-10' 4'-0' 4'0' 3'-10' 1'-0. 1'-1' 3'-10' 9' 8' N-10' 1'-2- 1'-0' 3'-10' 4'-0' 4'•0' Y-10' I'-0' 11•2' 31-10' 8' 8' 3'.10' I'-1' I'•0' Y-10' _ 4'•0' 4'-0' 3'•10' 14' 1'•2- 3'-10' 8' 9' 3'-10' 1'-1. 1'-0. 3'-IV 4'-0' 4'0' 3'•10' 2'-V Y-2' 3'-10. 4'.4' SAMUEL A. GREENBERG, <br />8'-10' 5'•8' 5'•8_ 8'-k9' 8'-10' 5'-8' 5'-8' 13.40, 8'-0' — 5'-8' 5'•8' 8'-10' P.E. #34245 <br />THUY H. HUYNH, <br />- --- P.E. #60122 <br />`-4, -- -- IRWIN J. BENSON, <br />1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX P.E. #49758 <br />1371 -ST. CROIX 1371 - ST. CROIX ANDREW D. HAROLD, <br />\ 2nd FLOOR STRUCTURAL PLAN '��••t,�CENS••; <br />,��i �n �CCB/ L: <br />SCALE . _ 3/Ire' 1'-0' ••• S 9 <br />• • y <br />Y1 • I • 1/ <br />Q ••♦♦ASS'! �OR(DP•`' • <br />" a '••••��. H119 TITLE: <br />■ 2nd FLOOR <br />STRUCTURAL PLAN <br />SHEET INFORMATION: <br />■ - JOB NO.: 300698 <br />9 <br />DATE ISSUED: 09,16.10 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />A MASONRY STEP DETAIL <br />Scale : I/2' • ,'-0' <br />S1.2 <br />O <br />I <br />co <br />CD <br />mI <br />J <br />�+ J <br />r� <br />
The URL can be used to link to this page
Your browser does not support the video tag.