My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7575 Broad Pointe Dr
Zephyrhills
>
Building Department
>
Building Plans
>
7575 Broad Pointe Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 12:41:12 PM
Creation date
2/24/2025 10:06:31 AM
Metadata
Fields
Template:
Building Plans
Street #
7575
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
2109
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
42
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
I <br />PAVERS <br />IIIIIIIIII�II� <br />TOP Or-0-8 <br />A_ <br />SEE SCHEDULE <br />FOR WMxD, BAR SIZE <br />Lz�_ AND BAR QUANTI] <br />TRENCH FOOTING <br />1 AT ALL PAVER AREAS SCALE: 1/7'=1'-0" <br />LAPTOP PLATE A MIN. OF 48' - <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />8TM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE BT. PLATE TO SLAB W/ <br />1/2"Ag' WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. 0,S' <br />OC MAX. <br />SLAB SCHEDULE <br />SEESCHEDULE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />scALE:3/a•=r-a• (Nj/ UPLIFT) <br />MIN, 10" <br />EAD W/+1" NOSE <br />#4 REBAR (TYP.) <br />-- <br />- • <br />TOP OF SLAB <br />Z <br />1/7RADIUS OR <br />aCHAXAMFER <br />° <br />US <br />. . • <br />¢ <br />auk <br />z3a <br />�mt9 <br />—mac <br />EXTERIOR STAIR DETAIL <br />2 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />? <br />SPACING REQUIREMENTS <br />i <br />as <br />z <br />❑ � <br />8"CMU WALL <br />� <br />d_>a <br />i <br />W <br />oC <br />N <br />Ix SEE SLAB SCHEDULE <br />mIr <br />° <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />CURB FOUNDATION CMU WALL <br />D"�% <br />3/4"=1'-0" <br />Z <br />g STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0 SPACING REQUIREMENTS <br />a <br />m W s U <br />c Z 8" CMU WALL <br />�—+ TOP OF SLAB <br />° SEE SLAB SCHEDULE Z W <br />EXT. PORCH SLAB M#74211 <br />2>W/ 1/2" ISOLATION 4" CHAMFER (1-STORY) OJOINT (WHERE • • 6"CHAMFER (2-STORY) APPLICABLE) z MATCH STEEL 6"PVC CHASE N REINFORCEMENT THRU FOOTING PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3/ 1--I' <br />1 UP OF SLAB T <br />q <br />q� <br />9 <br />6" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />PER SCHEDULE <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />— 8" CMU WALL <br />SLAB SCHEDULE <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />�11NTERIOR FOUNDATION CMU WALL <br />SCALE' 3/4"=1'•0" <br />T <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />wwwAbdesigngroup.com <br />AA M: 0003326 <br />b <br />8 <br />atmDm ac I.OT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT# <br />04181.000-23112 <br />moDale <br />3EEB <br />"2260-ELSTON" <br />GARAGE 91111►iMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 WH . C <br />2 <br />D 4/O6/21 <br />&CALE: 1/4"=1'-0" <br />aHEET <br />S1.1B <br />
The URL can be used to link to this page
Your browser does not support the video tag.