My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6439 Back Forty Lp
Zephyrhills
>
Building Department
>
Building Plans
>
6439 Back Forty Lp
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 2:58:28 PM
Creation date
2/18/2025 3:35:52 PM
Metadata
Fields
Template:
Building Plans
Street #
6439
Location
Back Forty Lp
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.
/
33
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
RAILING ON OPPOSITE <br />36" LOW WALL - PROVIDE <br />WALL BLOCKING AS REQUIRED <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />A3 <br />ENGINEER SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS <br />1/2" DRYWALL 1" \ \ 42" H. SLOPED <br />10 NOSING LOW WALL <br />im <br />rn <br />ti <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />STAIRS SURFACE AND ANY <br />SOFFIT PROTECTED ON <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />0 <br />STAIR SECTION <br />2 <br />A3 <br />j 1 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST FOR <br />ADDITIONAL STAIR <br />INFORMATION AND DETAILS — <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />IW/ FBCR R311.7.2 <br />10 Lt1" NOSING <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />LANDING <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE -ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END — <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1) STRAP 3 EACH <br />SIDE). CENTERS ) <br />NAILS AND 8) 1/4" X 2-1 4" <br />TITENS INT GROUT FILLED <br />CMU -STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />TNVALL TYP. U.N.O. <br />SEE PLAN <br />8" KNOCKOUT COURSE <br />LO <br />01 <br />.41 <br />LU <br />co <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. — <br />ECL <br />LL LL 04 <br />0 <br />F-LL <br />: <br />w <br />O <br />z <br />w <br />w <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />3 WALL SPLICE DETAIL <br />N.T.S. <br />M <br />N <br />0 <br />N <br />O <br />t� <br />O <br />� �ls.? <br />W <br />A> <br />z <br />/N W > O � o <br />`■ 'C .p <br />W a U <br />� M � d <br />p �8 c <br />�cn w Q� � <br />
The URL can be used to link to this page
Your browser does not support the video tag.