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rn <br />0 <br />r- <br />N <br />I <br />i <br />m <br />co <br />0 <br />v <br />v <br />a <br />in <br />rn <br />0 <br />J <br />-..J- <br />CZ <br />W <br />Q <br />0 <br />E <br />I <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: " = 1'-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLU <br />NAILED MATCH NOr <br />OTHER 1 <br />/ <br />/ <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />J_A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ fl � T IN, / <br />------------------- <br />2x SYP CUT TO FIT ' I <br />BEARS IN WALL I <br />_-----2x12 SYP <br />BEARS IN WALL I I <br />'--2x6 SYP / <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 />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION VIEW "A" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN a' <br />AND 2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—1x4 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 1 <br />--- 4-2x4 BLOCKING FOR 2x12 I <br />i-2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />\ PROTECTION / <br />LZATTACH ALL COMPONENTS <br />/ R TO CONC. W/ 4" X CONS @ MAX. 32" O.C. <br />-ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W1 J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING i — <br />/ 61, � <br />1x4 GLUED AND NAILED TO STRINGER <br />�STOP <br />x4 DRAFT <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH <br />' 2x SYP CUT TO FIT ' ' STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR I <br />IN WALL I ` 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP / <br />\� 2x4 SYP BLOCKING <br />FOR STRAP / <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />(114)4)10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN \ ` / \ / <br />WALL <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING J <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD �. <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED--N <br />' <br />2x� <br />' <br />I <br />DRAFT S P <br />I <br />1 <br />2x4 PT NOTCHED INTO <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE--AT- <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />STRINGER CONTACT <br />POINTS E� \ <br />C <br />_ x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />—� <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 2' = 1'-0" <br />U1 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />011111111■11■o <br />DRAFT S P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L, AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />_ SCALE: I" = 1'-0" <br />SCALE: 1" = V-0" <br />3/4 PLYWC <br />ON DECK <br />—2x8 SYP <br />AND NAI <br />FRAM I N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C ~� NOTE: 2x8DRYWALL ' <br />\\ OP <br />NO SHOWN / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />_ TOP OF <br />D / ' STRINGER <br />/ CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />F] <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 a x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />LVL NAILED TO JOIST. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />fiALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X B�OCKING <br />2X STRING6 <br />PSON MTS{2 w/ <br />' <br />10d x 1 1/2"NAILS <br />\D OR <br />31 6 <br />2X BLOING <br />/ <br />RISL� <br />VARIE <br />/ <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />U r <br />Z M <br />0 <br />Z <br />z <br />Q <br />J <br />I� Z <br />V) Ut <br />cn <br />w <br />is p <br />•0 w <br />C <br />m <br />~ <br />i� U <br />or- <br />m CV <br />W <br />O <br />O M <br />0) (O M <br />= U� <br />O O C> <br />U ul <br />< <br />L V- 0000 <br />cu <br />Q o Im <br />Q- o <br />av <br />rnQ o <br />B D® <br />NN YC <br />N N <br />O M W <br />O N O O <br />.a <br />W <br />U) Z <br />W a a <br />W E <br />Ckz0_0_24g _24 <br />a o <br />Zm o l� as <br />ems- <br />Z en ¢ � <br />LL LF <br />a �0 VvV zo <br />::e J •• <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 Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />o z <br />0 <br />�QW <br />za <br />g <br />Q wC� Q� <br />�z00 <br />z <br />� z <br />0 W Z <br />C� 0 <br />J <br />aa0°R <br />LU <br />O LL N <br />^ <br />O - <br />zz <br />a8 <br />fz <br />� <br />Z <br />`. <br />LU <br />o <br />' <br />a <br />U <br />`n <br />N <br />M <br />U) <br />�� <br />000 <br />SYP <br />off¢ <br />N <br />z < Z < <br />wUja� <br />Q <br />Ln <br />g89. <br />Z <br />Z <br />fV <br />N <br />�0�2 <br />�ao0� <br />LU <br />Ln <br />ZU <br />J <br />r-I <br />LU <br />n F u <br />lO <br />Q <br />Q <br />Z <br />rho <br />Z <br />tu <br />7 Z 0 <br />nJ <br />m <br />Z <br />o <br />V <br />O <br />06 <br />� <br />_ <br />rn <br />,-+ <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. <br />4.2 <br />SHEET NO. <br />ST <br />