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3268 Kresterbrooke Ln
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3268 Kresterbrooke Ln
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Last modified
3/21/2025 7:23:44 AM
Creation date
2/19/2025 12:30:05 PM
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Building Plans
Street #
3268
Location
Kresterbrooke Ln
Contractor
DR Horton
Building Plans - Permit #
20295
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02 <br />LO <br />rn <br />00 <br />0 <br />0 <br />J <br />u7 <br />02 <br />DO <br />vi <br />" cV <br />�r \ <br />r y MWIM <br />m 1* Y <br />c <br />s ' O <br />E3 <br />V, 0 <br />U) <br />0 ® 0 0 <br />O <br />, <br />M <br />Cig <br />' <br />rLENNAR <br />t <br />5al <br />I SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/USP MP34 CLIP TO FLOOR <br />SYSTEM OR LANDING FRAMING <br />(2) 2x HDR. REQ'D @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />KITCHEN ISLAND <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 MANSONRY <br />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA. <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />GENERAL LANDING FRAMING INFO._ <br />SCALE: N.T.S. 9'-0" MAX LANDING LENGTH <br />MIRROR <br />i <br />0 <br />LLI� IL J IL71.J <br />OWNER'S BATH <br />I <br />O <br />N <br />O <br />M <br />2x8 #2 SYP JOISTS @LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />U I LEDGER <br />2x12 HDR. w/ (3) Zx STUDS AT <br />Q I EA. END FOR BEARING <br />w <br />U I STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />w � CLIP TO HDR. <br />r 1x TREADS (TYP.) <br />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />KITCHEN <br />CONT. HANDRAIL <br />1x RISERS (TYP.) <br />STANDARD (3) 2X12 " <br />STRINGERS W/ SIMPSO <br />A35 CLIP TO FLOOR <br />SYSTEM <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON 35 CLIP <br />OR LUS26 HANGER EA. SIDE SEE <br />PLAN FOR CLG. HT. � <br />-A <br />f <br />8-A <br />LO <br />0 <br />PLYWOOD @ <br />LANDING <br />0 <br />00 <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD — — <br />@ 16" O.C. <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3!4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w! 1" NOSING <br />Stairway construction and handrail to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <br />Riser height: <br />The maximum. riser height shall be 73/4'. The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than %$". <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than 3/8'. <br />The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall <br />not be less than'/<" but not more than 11/4'. The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured vertically <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />slope, shall be not less than 34"and not more than 38". Handrails adjacent to a <br />wall shall have a space of not less than 1/2'between the wall and the handrails. <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4"and not greater than 2" or provide equivalent graspavi►ity in <br />compliance with Section R311.7.8.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more than 30"and shall be not less than <br />36". Required guards shall not have openings from the walking surface to the <br />required guard height which allow passage of a sphere 4" in diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end and <br />shall have a minimum tread depth of 10" at the intersections with the walkline <br />(12" from the narrower side). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with ""/2" gyp. bd. <br />STAIR SECTION_ <br />SCALE: 1 /2"=1'-0" <br />E3 <br />V, 0 <br />U) <br />0 ® 0 0 <br />O <br />, <br />M <br />Cig <br />' <br />rLENNAR <br />t <br />5al <br />I SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUDS REQ'D <br />@ END OF LANDING <br />BELOW HDR. BEAM. <br />STANDARD (3) 2x12 <br />STRINGERS w/ SIMPSON <br />A35/USP MP34 CLIP TO FLOOR <br />SYSTEM OR LANDING FRAMING <br />(2) 2x HDR. REQ'D @ END OF <br />LANDING FOR STRINGERS <br />TO CONNECT TO <br />KITCHEN ISLAND <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 MANSONRY <br />WALL) CONT LEDGER w/ (3) 16d <br />NAILS @ 16" O.C. MAX. TO EA. <br />STUD. ((2) 1/4"X3 1/2" TITENS @ <br />16" O.C. MAX. FOR MASONRY <br />WALL) <br />GENERAL LANDING FRAMING INFO._ <br />SCALE: N.T.S. 9'-0" MAX LANDING LENGTH <br />MIRROR <br />i <br />0 <br />LLI� IL J IL71.J <br />OWNER'S BATH <br />I <br />O <br />N <br />O <br />M <br />2x8 #2 SYP JOISTS @LANDING <br />@ 16" O.C. w/ SIMPSON A35 <br />CLIP OR LUS26 HANGER TO <br />U I LEDGER <br />2x12 HDR. w/ (3) Zx STUDS AT <br />Q I EA. END FOR BEARING <br />w <br />U I STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />w � CLIP TO HDR. <br />r 1x TREADS (TYP.) <br />CONT. <br />HANDRAIL <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />KITCHEN <br />CONT. HANDRAIL <br />1x RISERS (TYP.) <br />STANDARD (3) 2X12 " <br />STRINGERS W/ SIMPSO <br />A35 CLIP TO FLOOR <br />SYSTEM <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16" O.C. w/ SIMPSON 35 CLIP <br />OR LUS26 HANGER EA. SIDE SEE <br />PLAN FOR CLG. HT. � <br />-A <br />f <br />8-A <br />LO <br />0 <br />PLYWOOD @ <br />LANDING <br />0 <br />00 <br />2x12 HDR. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD — — <br />@ 16" O.C. <br />KITCHEN <br />INTERIOR ELEVATIONS <br />SCALE: 1 /2"=1'-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3!4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w! 1" NOSING <br />Stairway construction and handrail to conform to the FBC Residential 6th <br />Edition (2017) section R311.7 <br />Riser height: <br />The maximum. riser height shall be 73/4'. The greatest riser height within any <br />flight of stairs shall not exceed the smallest by more than %$". <br />Tread depth. <br />The minimum tread depth shall be 10". The greatest tread depth within any <br />flight of stairs shall not exceed the smallest by more than 3/8'. <br />The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall <br />not be less than'/<" but not more than 11/4'. The greatest nosing projection shall <br />not exceed the smallest by more than Y2". Beveling of nosings shall not exceed <br />Handrails. <br />Handrails shall be provided on at least one side of each continuous run of <br />treads or flight with four or more risers. Handrail height, measured vertically <br />from the sloped plane adjoining the tread nosing, or finish surface of ramp <br />slope, shall be not less than 34"and not more than 38". Handrails adjacent to a <br />wall shall have a space of not less than 1/2'between the wall and the handrails. <br />Grip -size. <br />Handrails with a circular cross section shall have an outside diameter of at <br />least 1 1/4"and not greater than 2" or provide equivalent graspavi►ity in <br />compliance with Section R311.7.8.3. <br />Guards. <br />Guards shall be located along open -sided walking surfaces, including stairs, <br />ramps and landings, that are located more than 30"and shall be not less than <br />36". Required guards shall not have openings from the walking surface to the <br />required guard height which allow passage of a sphere 4" in diameter. <br />Winders. <br />Winder treads shall have a minimum tread depth of 6" at the narrow end and <br />shall have a minimum tread depth of 10" at the intersections with the walkline <br />(12" from the narrower side). <br />R302.7 Under -Stair Protection. <br />Enclosed accessible space under a stairway shall be protected with ""/2" gyp. bd. <br />STAIR SECTION_ <br />SCALE: 1 /2"=1'-0" <br />M <br />O <br />O <br />Z CO <br />QQQ <br />Q. <br />W <br />/}� <br />� V Q <br />•V <br />— <br />� <br />r /� <br />v + <br />y <br />M <br />y <br />O O <br />W <br />iT M M <br />O o N <br />L LL <br />� <br />drnO <br />� fl-O <br />v <br />6�i Q O <br />B D <br />N WC <br />® <br />N �O <br />Z W M <br />ar <br />
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