My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6509 Wagon Trail St
Zephyrhills
>
Building Department
>
Building Plans
>
6509 Wagon Trail St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 9:13:47 PM
Creation date
2/24/2025 10:07:01 AM
Metadata
Fields
Template:
Building Plans
Street #
6509
Location
Wagon Trail St
Contractor
D R Horton Inc
Building Plans - Permit #
19710
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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
THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 112' <br />HANDRAIL a 36' AS PER FBGR R311.182 <br />W/ 2X4 RE-INFORCING <br />NOTE: <br />I. HANDRAILS SHALL HAvE EITHER A CIRCULAR CROSS SEGTIC <br />DIAMETER OF 14'= 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS OF 1/5'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN Al` <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOt- <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 160-1.13.1 / F.B.G. 2014 <br />HANDRAIL DETAIL <br />J__J SCALE: 3/4'=1'-0' <br />42' H. HALF WAL <br />W/ CAP <br />3/4' TK, SUB FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />SCHEDULE <br />10'-0 3/4' 2ND FIN. FLR <br />V-8' BRG. HGT. <br />NOTE: <br />STAIRS R15ER5 TO CONFORM TO FBGR 5TH <br />EDITION (2014) <br />MIN TREAD.0' MAX RISER.T 3/4' 3/16' <br />STAIR DATA: <br />MAX VARIATION IN RISER5RREAD5 <br />16R a 1.14' <br />ADJACENT TO EACH OTHER 3/5' MAX <br />IS TREADS a <br />VARIATION IN ANY R15ERrtREAD WANDR4IL <br />CIRCULAR CRO55 SECTION DIA. TO BE 13/4' <br />10'• I' NOSING <br />•-1/4' OR PROVIDE EQUIVALENT <br />GRA5PA51LITT WINDERS- MIN W WIDE <br />NARROW END MIN. II' WIDTH • IY FROM <br />NARROW END 34' MIN. HANDRAIL W.T. <br />NOTE: <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL NAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH 112' GYPSUM <br />BOARDS. FBGR 302.6. <br />0'-0' FIN. FLR <br />4'-2' <br />1 4'-2' <br />3052-SP <br />EGRESS <br />C2©52 -5PE <br />II <br />CHASE <br />UPSTAIRS <br />I <br />LIVING <br />BDRM. # <br />M <br />V-O'CLG. <br />CHASE W-O'CLG4. <br />8'-0'C <br />DBL STUD <br />DBL STUD <br />2'-4 <br />'-0' X-8' 6'-0' <br />al <br />ti <br />e <br />BATH <br />T #3 <br />I <br />8 <br />CLG. <br />It <br />0 <br />v <br />3-SN <br />I LU 42' P. PAL <br />LAUIC W/ CAP <br />y <br />:,r <br />LAY. LAV. <br />4'-10'�LL <br />8'-0N �'� rt) <br />12'-0' <br />"� <br />4,-0' <br />3'-4, '8 <br />GLG. <br />GI V.e <br />0 <br />A <br />I R <br />I OPT. II OPT. I <br />DN. <br />� O� <br />° II W <br />m <br />I <br />ti'�' <br />v <br />� <br />m3 <br />IR-ISH <br />I <br />I <br />STAIR DATA <br />�1 <br />i0 <br />I 8' f 0' CL <br />G. v <br />le,RISERS a 1S4' <br />15 TREADS a 10' <br />— J9'-0' <br />3'-8' <br />0 3-5H <br />L— <br />W NOSING <br />22X36 <br />IR-ISH <br />l <br />6 <br />ATTIC <br />d <br />.8 <br />r0 <br />2'-2• <br />uu <br />i0 2'-4' <br />13'-8' 'o'CCE55 <br />6'-6"`�-10 <br />3 <br />3'-10' v 3'-0' <br />4'-4' <br />4X4 POST <br />s BATH <br />4X4 POST <br />_ 8 -0'e <br />—CH ASE <br />OWNERS <br />— GLG. <br />SUITE <br />8'-O' GLG. <br />a <br />I <br />BDRM. #3 <br />v Q <br />V � <br />(2) 3052-5H <br />=I li <br />EGRESS <br />? N <br />YI v W.I. I� <br />— 8'-0' CLG. <br />2 4 -514 <br />3052-514 <br />3052-SH <br />M <br />55 EGRESS <br />SS <br />3'-6' <br />T'-0' <br />7' <br />O' 4'-2' <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />(2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER ^ u T T DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />OR (2) LAYERS OF 3/4' 5US W/(31'8 3' SCREWS EA AH lJ <br />FLOOR MATERIAL RIPS FOR STRINGER UNTWREADED SWANK <br />SOLID NAILING TO EXTEND BEYOND THICKNESS <br />.� OF SUB -FLOOR SHEATHING <br />B <br />\ <br />\ <br />\ /4' KICK <br />42' P. I/2 <br />W/ <br />PLATE I' MAX <br />\ N05NG <br />CALL <br />\ 10, <br />MIN. <br />STOR. <br />3-2.12 SYP STRINGER \ <br />REINFORCED WRX4 SPF \ <br />Y <br />W/CONT. BE OF <br />SUB -FLOOR ADHESIVE <br />L Q <br />M-400 OR SIMILARE EA HORIZONTAL RIN n \ <br />`D U <br />m <br />\ <br />ILp0 <br />2 X 4 RE-INFORCING <br />a EA. 2 X 12 STRINGER <br />SECURE W112d W-8' OC. <br />\ <br />STAIRDETAIL SLEEPEMA5ONR INNTTO 5LAB WITHIN B' <br />OF EACH END, 32' OC. MAX <br />0 <br />s <br />ARCHITECT • <br />Design <br />Grou i.` <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.wm <br />AA #: 0003325, <br />F <br />y <br />V <br />W <br />0 <br />a <br />h <br />0 <br />`c <br />c: <br />o <br />2 <br />� <br />FBLK <br />LOT. <br />DO <br />0 <br />04128.000-02061 <br />KODSk <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BRING: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORIDA <br />DA11/7/17 <br />SCALE: 1/4"=1' — 0" <br />BFIEET <br />3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.