My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6191 Back Forty Lp
Zephyrhills
>
Building Department
>
Building Plans
>
6191 Back Forty Lp
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 9:32:17 AM
Creation date
2/19/2025 8:22:29 AM
Metadata
Fields
Template:
Building Plans
Street #
6191
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6087
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
- - - - - - - - - - - - - - - - - - - - <br />LOFT <br />SEE SHEET ST 42" H. SLOPED <br />FOR STAIR DETAILS LOW WALL <br />SEE FRAMING PLANS _, <br />SHEET FOR WOOD STAIR <br />CONNECTION AT LANDING `- <br />I <br />ENGINEER <br />TRUSSES <br />_ - <br />---- 2 <br />1/2" DRYWALL A / <br />UNDER STAIRS <br />BATH <br />Eo <br />\\%\\\j\\�\\j\\j\\ <br />//////�// / <br />VA V\ VA VA VA VA V�; VA/VA/VAS VA/� <br />xxx \\\/\\\/\\\/\xxx/\,\/ %/\\% <br />STAIR SECTION <br />1 /211 = 11-011 <br />� I <br />i <br />00 <br />CAM <br />ED <br />(3) 2X12 STRINGER <br />c a d° <br />101, 1" NOSING SEE SHEET ST <br />FOR STAIR DETAILS <br />HEADROOM IN STAIRWAY <br />TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />rn <br />RISERS CUT FROM <br />1x MATERIAL <br />\ TREADS CUT FROM <br />2x MATERIAL <br />(3) 2x12 STRINGER- / <br />� STAIR DETAIL <br />1 /411 = 11-01 <br />1 <br />PA <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 />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. — <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. — —_ <br />FOYER <br />OVA/VA/VAS <br />i / <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />(S) MSTAM36 STRAP EACH <br />STUD ((1) STRAP EACH SIDE) <br />CENTERED W/ (13) 10d NAILS <br />AND (8) 1/4" X 2-1/4" TITENS <br />INTO GROUT FILLED CMU - <br />STRAPS TO BE ATTACHED <br />DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLAN <br />T/WALL <br />F-- <br />0, <br />Lu <br />U ) <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 />APR 0 8 W1 <br />virtual Review PISSISt. Inc. <br />plans Review co Mple'ed and Mph "Quad <br />ca erlrl,:llance with the 1u',1? ��;s /tt �aitior <br />a <br />M <br />N <br />N <br />%, <br />rt <br />co <br />a <br />Q <br />s <br />> <br />{.' <br />Z <br />'let <br />w <br />0 <br />W <br />tY <br />0 <br />z <br />Q <br />N <br />c10a <br />W <br />L U <br />M � Gl <br />M <br />N w <br />u M <br />M <br />o <br />LL o C Q <br />tu< <br />u Lu Q N <br />`N1 <br />W <br />L Q E .0—) <br />W <br />W W <br />Ld ( W 0 �- <br />W ~Q w ; wMQ zQt Z <br />�02 <2 �¢LLVOO�O <br />Q U <br />F-- <br />DO0JZiLLLL02200E-QJp <br />O(WOZ02E00mZZ�V <br />Wa. W05w <br />co 0 Z <br />W H LL 0 CL <br />w V5 wz UOEL <br /><�< EL <br />C) O O Q Z Q Q <br />Q <br />LL QLL <br />O <br />Ow <br />Z <br />O� <br />ju o <br />()CMO- <br />J Lq <br />w - ti <br />W <br />W 0- M Lo <br />O <br />< <br />zvz � <br />W� <br />w <br />J <br />ml <br />N <br />N <br />N <br />CD <br />N <br />0 <br />N <br />N <br />N <br />4 <br />�- <br />4 <br />r- <br />� <br />O <br />1 <br />N <br />O <br />� <br />N <br />O <br />O <br />O <br />O <br />0 <br />co <br />� <br />V- <br />M <br />co <br />M <br />T-- <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />`- <br />0 <br />0 <br />0 <br />00 <br />N <br />N <br />0 <br />0 <br />6 <br />06 <br />u9 <br />00 � <br />O <br />M <br />r- <br />1 <br />N <br />O <br />M <br />O <br />c <br />4 <br />o <br />, <br />0 <br />0 <br />0 <br />6 <br />0 <br />'- <br />0 <br />CO <br />0 <br />N <br />L0 <br />> <br />0 <br />0 <br />co <br />0 <br />o <br />0 <br />0 <br />N <br />co <br />d' <br />Lo <br />O <br />ti <br />c <br />(n <br />Z z <br />o <br />O_ <br />W <br />w (1) <br />C.) <br />� <br />O <br />Vo22 <br />�O�d <br />Lo <br />° <br />Lu :f <br />ZX� <br />tY <br />�m0Z <br />=z <br />r=E- <br />v <br />Z 3 Lu <br />2zx�ZZ <br />(. <br />W <br />Ogmz <br />o <br />a <br />v <br />IL �zz <br />Z <br />QO <br />�c <br />U <br />g <br />0L)� <br />O <br />Q <br />z <br />A3z <br />z <br />w <br />J <br />M <br />N <br />W <br />,T— <br />LAST PLOT DATE <br />Mar. 9, 23 <br />Z <br />4-0 <br />O <br />_! <br />DETAILS <br />
The URL can be used to link to this page
Your browser does not support the video tag.