My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3278 Lytton Hall Dr
Zephyrhills
>
Building Department
>
Building Plans
>
3278 Lytton Hall Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/28/2025 3:09:21 PM
Creation date
2/28/2025 11:06:34 AM
Metadata
Fields
Template:
Building Plans
Street #
3278
Location
Lytton Hall Dr
Contractor
Lennar Home
Building Plans - Permit #
21905
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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
V. <br />Q <br />r <br />0 <br />co <br />MIRROR <br />I FIN Fn 11 <br />7 <br />LF <br />Lill I,] <br />OWNER'S BATH <br />0 <br />60 O <br />CV <br />O <br />M <br />KITCHEN ISLAND <br />r SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUI <br />@ END OF LAN <br />BELOW HDR. B <br />STANDARD (3; <br />STRINGERS w <br />SIMPSON A35/ <br />MP34 CLIP TO <br />FLOOR SYSTE <br />LANDING FRAI <br />(2) 2x HD <br />REQ'D @ <br />LANDING <br />STRINGE <br />CONNEC <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/USP <br />MP34 OR LUS26 HANGER ON <br />EA. SIDE <br />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MASONRY <br />WALL) CONTINUOUS LEDGER <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />TO EA. STUD. ((2) 1 /4"X31 /2" <br />TITENS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S- <br />9'-0" MAX LANDING LENGTH <br />KITCHEN <br />BATH 2Ll i OPT. 11 1 <br />X 0 0 <br />II <br />J---- <br />■ <br />all <br />) <br />00 <br />U)oc <br />co <br />X <br />rLENNAR <br />i <br />10 <br />THRUST BLOCK SECURED TO SLAB w/ <br />1/4"X31/2" TAPCONS @ 16" O.C. <br />KITCHEN <br />0 00 <br />CV <br />G <br />ih <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/f <br />(16) RISERS AT 7 9116 <br />10" TREADS w/ 1" NOSING <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 <br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing <br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including <br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1 /2 inch. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wail shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311,7.8.3. <br />Guards: <br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located <br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to <br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies <br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface <br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking <br />surface to the required guard height that allow passage of a sphere 4 inches in diameter. <br />Under -stair protection: <br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the <br />enclosed side with 1/2-inch gypsum board. <br />SCALE: 1 /2"=V-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />OWNER'S BATH <br />0 <br />60 O <br />CV <br />O <br />M <br />KITCHEN ISLAND <br />r SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUI <br />@ END OF LAN <br />BELOW HDR. B <br />STANDARD (3; <br />STRINGERS w <br />SIMPSON A35/ <br />MP34 CLIP TO <br />FLOOR SYSTE <br />LANDING FRAI <br />(2) 2x HD <br />REQ'D @ <br />LANDING <br />STRINGE <br />CONNEC <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/USP <br />MP34 OR LUS26 HANGER ON <br />EA. SIDE <br />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MASONRY <br />WALL) CONTINUOUS LEDGER <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />TO EA. STUD. ((2) 1 /4"X31 /2" <br />TITENS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S- <br />9'-0" MAX LANDING LENGTH <br />KITCHEN <br />BATH 2Ll i OPT. 11 1 <br />X 0 0 <br />II <br />J---- <br />■ <br />all <br />) <br />00 <br />U)oc <br />co <br />X <br />rLENNAR <br />i <br />10 <br />THRUST BLOCK SECURED TO SLAB w/ <br />1/4"X31/2" TAPCONS @ 16" O.C. <br />KITCHEN <br />0 00 <br />CV <br />G <br />ih <br />INTERIOR ELEVATIONS <br />STAIR CALCUTIONS: <br />TOTAL RISE = 10'-0 3/f <br />(16) RISERS AT 7 9116 <br />10" TREADS w/ 1" NOSING <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 <br />inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing <br />projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including <br />the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1 /2 inch. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wail shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311,7.8.3. <br />Guards: <br />Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located <br />more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to <br />the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies <br />or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface <br />or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking <br />surface to the required guard height that allow passage of a sphere 4 inches in diameter. <br />Under -stair protection: <br />Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the <br />enclosed side with 1/2-inch gypsum board. <br />SCALE: 1 /2"=V-0" <br />STAIR SECTION <br />SCALE: 1 /2"=1'-0" <br />Z M <br />® O <br />Z N <br />Z <br />Q <br />IC� Z <br />' <br />
The URL can be used to link to this page
Your browser does not support the video tag.