My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7656 Sail Clover Ln (2)
Zephyrhills
>
Building Department
>
Building Plans
>
7656 Sail Clover Ln (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 6:37:30 PM
Creation date
2/24/2025 9:55:09 AM
Metadata
Fields
Template:
Building Plans
Street #
7656
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
3340
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
STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" EAD <br />=CELL <br />SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />8'CMU WALL <br />M4 REBAR ITYP.)PAVERS <br />8'CMUWALL <br />TOP OF B <br />Vl"NOSE <br />0'-0'wp <br />TOP OF SLAB <br />i, <br />OC <br />SEE SLAB SCHEDULE <br />< <br />SEE SLAB SCHEDULE <br />Z <br />C RADIUS OR <br />CHAMFER <br />O <br />r <br />o Z <br />F� <br />.. ° <br />+oo <br />TOP OF SLAB <br />w <br />y<<y'�. <br />° .• <br />xW <br />SEE SCHEDULE <br />FOR WXD, BAR SIZELzl— <br />AND BAR <br />N w <br />W <br />I <br />O� <br />a•'; <br />QUANTITY <br />; <br />f <br />¢ <br />EE SCHEDULE <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR CURB FOUNDATION CMU WALL <br />%11NTERIOR FOUNDATION CMU WALL <br />n <br />L <br />J <br />Y <br />AT ALl PAVER AREAS SCALE: 1/2'=1'-0' <br />SCALE: 1/2'=1'-0' <br />SCALE: 3/4'=1'-0' <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4- O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />STM. PLATE TO BE PT. <br />SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />1/2'x8' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED. MIN. Q 16' <br />SIMPSON SPH4 OR SPHB <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 106 <br />x 3- <br />rSEE SLAB SCHEDULE <br />I SEE SCHEDULE <br />I V FOR WxD, BAR SIZE <br />i` AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />SCALE: 3/4'=1'-0' (W/ UPLIFT) <br />A N Q N I T i t T i <br />6 <br />G l i sn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407.77443078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.c. <br />AA 8: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 336U <br />PH: 819$88-2828 <br />FAX: 818888-2802 <br />In <br />URDIV. asL0SILVERADO <br />LOT#8 <br />BLK 13 <br />ROJECT* <br />3719.000-08131 <br />MODEL' <br />JORDYN <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 H ER, C <br />
The URL can be used to link to this page
Your browser does not support the video tag.