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3181 Nubbin Ridge Ln
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3181 Nubbin Ridge Ln
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Last modified
3/3/2025 7:32:42 PM
Creation date
2/19/2025 8:56:01 AM
Metadata
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Building Plans
Street #
3181
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22336
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REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />POINTS �\ <br />0 <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2X4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />II -t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />// <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />V V FILL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />_ MAINTAIN BETWEENJ" <br />AND I' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />ix4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />B-� <br />2x4 SYP BLOCKING <br />/ 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/// AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) <br />(I EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />SECTION VIEW "B" <br />SCALE: 1" 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/4" X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ / <br />STRINGERS <br />f Fr <br />LX4 5Yh' tiLUUKINU <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />/—" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BU LLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />ER <br />1 ED <br />]LED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />O7 <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />H 2x4 SYP BLOCKING <br />3/4 PLYWOOE <br />ON DECK <br />x8 SYP G U <br />FOR STRAP <br />AND <br />(SIMPSON MTS12 w/ <br />FRAMING <br />NG <br />(14) 10d x 1 1/2"NAILSS) <br />I <br />STOP <br />I: <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />G•1 SECTION VIEW "C <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />4-2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS- <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 J"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />PER CONTRACT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />_ SCALE: " `- 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRII <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC <br />RIS R <br />VARIES <br />:L POST LET I <br />!LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />f <br />,��"�ar' <br />F E S S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida <br />Building Code - <br />Residential 6th Edition. 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