My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36158 Carriage Pine Ct
Zephyrhills
>
Building Department
>
Building Plans
>
36158 Carriage Pine Ct
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 1:29:08 AM
Creation date
2/19/2025 12:06:05 PM
Metadata
Fields
Template:
Building Plans
Street #
36158
Location
Carriage Pine Ct
Contractor
DR Horton Inc
Building Plans - Permit #
18055
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
II'-8' 2'-4- II'_4• 2'-4" ;2'-0' <br />4'-2' 15'-6° 15'-10" 4'-2' <br />a5?�2 H (2) 3052-$H <br />_ <br />CHASE <br />BDRM. #5 <br />UPSTAIRS <br />IG <br />-5'-V CLG, <br />I <br />DBL STUD <br />I <br />- <br />2'-a° <br />I <br />al ry <br />HALF <br />42' <br />W. LAUN <br />.� WALLL WAW/ CAP _ <br />CLG. 4'-10" __ y m <br />v <br />12'_0�� m <br />j <br />4'_0�• g_� <br />n <br />r-- r-- <br />1 OPT. II OPT" I A DN. <br />q\"llli <br />STAIR DATA <br />�I <br />1 I CLG. <br />I6 RISERS a I.54' <br />—I <br />J <br />15 TREADS o 10' <br />.I' NOSING <br />3-914 IR-ISH <br />J <br />_ <br />8 <br />ATTIC <br />ATTIC A <br />'8 <br />� 2 2" <br />ACCESS <br />O — <br />4X4 POST <br />e <br />BATH <br />= <br />�I <br />OWNER'S <br />CLG. -' <br />SUITE <br />1 <br />I <br />�A <br />9� UI <br />O <br />IIn <br />j� � <br />GLG. <br />3052-SH 3052-SH <br />2O40-SH <br />' <br />EGRESS EGRESS <br />TEMP. <br />_ 6" l'-0' <br />-1-0` <br />1, 4'-2' II'-4" <br />11 <br />-0 <br />2'-4L14 <br />39 8 _ <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE <br />10'-0 3/4' 2ND FIN. FLR. <br />8'-8' ERG. WT. <br />BDRM. #4 <br />8'-0' CLGCLG. <br />_ <br />sE <br />DEL STUD <br />BATH #3 <br />3-5H <br />O O <br />P'a <br />LAV. I LAV. <br />0 <br />s <br />3 <br />WG. <br />423 <br />_O" 4'-4" <br />4X4 POST <br />BDRM. �3 <br />-SH <br />THE CLEAR SPACE BETWEEN THE <br />HANDRAIL AND THE WALL SHALL BE 2 1/4' <br />HANDRAIL 9 36' <br />HANDRAIL a 36' <br />W/ 2X4 RE-W-OF <br />NOTE: <br />HANDRAILS SHALL HAVE EITHER A CIRCULAR <br />CROSS SECTION WITH A DIAMTETER OF 1 3/4'3 2' OR <br />A NONCIRCULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT <br />MORE THAN 6 I/4' AND A LARGEST CROSS SECTION <br />e DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL <br />HAVE A MINIMUM RADIUS OF I/W. <br />-- B HANDRAIL DETAIL <br />42' H. HALF WALL \\ T <br />W/ CAP —(2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER AHlJ <br />3/4' T tG SUB FLOOR -- OR (2) LAYERS OF 3/4' SUB ul/(3)'S 3' SCREWS • EA <br />GLUED 4 SCREWED FLOOR MATERIAL RIPS FOR STRINGER UNTHREADED SHAK <br />PER FASTENER SOLID NAILING TO EXTEND BEYOND THICKNESS <br />SCHEDULE OF S-FLOOR SHEATHING <br />B <br />Y <br />. PRE-ENG. <br />FLR TRUSSES <br />\ <br />3/4' KICK <br />\ <br />42' H. 1/2 <br />WALL W1 <br />STAIR DATA: <br />PLATE <br />r nax. <br />CAP <br />16R m 1.54' <br />-Im• <br />NosING <br />15 TREADS a I <br />MIN. <br />NOTE, <br />STAIRS RISERS TO CONFCQi TO FBGR 9TN <br />10'• 1' NOSING <br />�l O R <br />�\m <br />EDITION 2014 <br />MIN. TREAD•10' MAX. RISER•T 3/4' 206' <br />1 <br />�Iq. <br />MAX. VARIATION IN RISERS/TREADS <br />\ <br />z <br />ADJACENT TO EACH OTHER 3/8' MAX <br />STRINGER -- <br />VARIATION IN ANY RISER/TREAD HANDRAIL <br />REINF <br />RCED WRX4 SPF <br />REINFORCED <br />w <br />- <br />CIRCULAR CROSS SECTION DIA, TO BE 1 3/4' <br />W/CONT. BEAD OF <br />.-1/4'OR PROVIDE EQUIVALENT <br />SUB -FLOOR ACHF51VE <br />\ U <br />GRASPABILITY WINDERS- MIN. W WIDE r <br />NARROW END MM. II' WIDTH • 12' FROM <br />NOTE: <br />F'L-400 OR SMILARE • <br />\ <br />N <br />NARROW END 34' MM. HANDRAIL W.T. <br />-ENCLOSED ACCESSIBLE SPACE WDER <br />EA HORIZONTAL RUN <br />Q m <br />STAIRS SHALL HAVE WALLS, WDER STAIR <br />�, <br />a0I) <br />SURFACE AND ANY SOFFITS PROTECTED <br />ON <br />2 x 4 RE-RFORGING <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />BOARDS. FBCR 31122 <br />EA. 2 x 12 STRINGER <br />SECURE W112d W-I. O.G. <br />0'-0' FIN. FLR <br />� <br />2X4 ATTACHED W/ 10d— <br />STAIR DETAIL <br />SLMASONRY EEPER INTO SLAB WIhld S' <br />A� <br />, y2•,I•-p <br />OF EACH END, 32' O.G. MAX <br />A R C H I T E C T 3 <br />6 <br />Design <br />Group... <br />i441 N. RONALD REAGAN BLVD. <br />LONGV400DI FL32750 <br />PH: 407-774-8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />w <br />y <br />8 <br />y <br />0 <br />4 <br />y <br />0 <br />IN <br />J <br />BL mmm to I.OT <br />SILVERADO <br />LOT #17 <br />BLK #1 <br />PRO"WT1p <br />04128.000-17001 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 31WDfG: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />TAMPA <br />ARCHRECT: <br />STATE OF FLORIDA <br />U <br />7 <br />N �A U�CACRA AR 2H <br />DA 11/09/16 <br />SCALE: 1/4"=1' - 0" <br />aHEET <br />3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.