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RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: k = V-0' HANDRAIL - SHALL HAVE MIN. & MAX. HEIGHTS FROM TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS SHALL HAVE EITHER A CROSS SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. CLEAR SPACE BETWEEN HANDRAIL & WALL SHALL BE A MIN OF 1-1/2" INCHES. (RE. FBC R311.5.6, 2004 EDITION) HANDRAIL DETAIL SCALE: N.T.S. 2x4 SPF NOSING GLUED AND NAILED MATCH N❑SING ON OTHER TREADS' 3/4' RISER CUT TO FIT MAINTAIN BETWEEN J' AND �' GAP TOP AND BOTTOM, GLUED AND NAILED 2x4 TO STRINGER syp bloc for 2x12 TREAD GLUED AND NAILED—\ "FXO [�V�ZIJDRFT jjOP 2x4 PT NOTCHED INT❑ STRINGER ANDx12 SYP DRYWALL STOP TAPCONED INT❑ :FLUST NOT T❑UCH WITH GLUE ATRkSI SIN KNEEWALL FOR 2x12 STRINGER C❑NTAUg1]G4ND NAILED TO STRINGER POINTS E R DRYWALL SPACING H SECTION VIEW SCALE: J' = 1'-0' 2x12 SY SCAB 2x4 GLUED AND NAILED NOTE- HANDRAIL SHALL BE 42" ABV. END OF TREAD A / ALIGN THIS STUD WITH STRINGER (EACH SIDE) TO BOTTOM EDGE PICKETS NO MORE THAN 4" O.G. FACE OF 2ND RISER 3/4' RISER CUT TO OF 2x12 STRINGER H FIT MAINTAIN BETWEEN J' AND GAP TOP AND BOTTOM, GLUED AND STRINGER MUST MAKE F NAILED TO STRINGER 2x4 BEHIND RISE CONTACT WITH LANDING 1x4 GLUED AND NAILED BL❑CKING FOR TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP x12 SYP DRYWALL STOP MUST NOT TOUCH x SYP CUT TO FI STRINGERS BEARS IN WALL m x12 SYP B BEARS IN x4 BL❑CKING FOR C WMLL>1c•IE2PT UNDER 2x12 x6 SYP JETP SYP ATTACH ALL C❑MOFT. �j2x4 ICKET RAILIN�BL❑CKING 71 I- ❑F STAIR T❑ C❑2x4 PT N❑TCHED INT❑ STRI F❑R STRAP2 J' TAPC❑NS @ NT5 AND NAILED TO FLOOR WITH G UE (SIMPS❑N TAZ15)�TTACH ALL COMPONENTS lx4 GLUED A AT STRINGER CONTACT P❑INTS BEHIND RISER OF STAIR TO CONC. W/ i' X NAILED TO STRINGER ll 2 J" TAPC❑NS @ MAX. 32' O.C. 2x4 CUT ON 7 BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x12 SECTI❑N VIEW "A" SCALE: 1' = 1'-0' STRINGER MUST MAKE FULL CONTACTWITHLANDING J 2x SYP CUT TO FI BEARS IN WALL 2x12 SYP BEARS IN WALL �— 2x6 SYP 2x4 PT NOTCHE AND NAILED TO 2x4 CUT ON AT STRINGER CE BEVEL DOES NOT BEAR IN WALL SECTI❑N VIEW "D" SCALE: 1' = 1'-0' FILLER STRIPS AD PLYWOOD GLUED & SCREWED TO — PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL TE�4 x12 SYP BEARS IN WALL BULLN❑SE DETAIL. SCALE: 1' = 1'-0' 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK -,2xl2 SYP GLUED AND NAILED TO 2x4RAMING 2x12 DRAFT TREAD STOP GLUED AND NAILS] 2x4 PT NOTCHED INT STRINGER AND TAPC❑NED INT❑ FLO❑ WITH GLUE AT STRINGER CONTACT POINTS B SCALE: 1' = 1'-0' SECTI❑N VIEW "B" SCALE: 1' = 1'-0' 2nd RISER TREAD 4 GLUED AND NAILED TO STRINGER \ DRAFT P 12 SYP DRYWALL 7P MUST NOT JCH STRINGERS K4 BL❑CKING FOR 42PT UNDER 2x12 SECTI❑N VIEW "E" SCALE: 1' = 1'-0' 0 x12 SYP DRYWALL STOP MUST NOT TOUCH GIS(FEDN�S NAILED TO STRINGER � ❑R DRY WALL SPACING E SECTION VIEW SCALE: J' = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS, REFER TO PLAN DETAILS FOR RISE AND RdN NOTE: 2x12 DRYWALL STOP NOT SHOWN 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SECTI❑N VIEW "C" T❑P OF STRINGER SCALE: 1' = 1'-0' C❑NN, TO BOTT❑F OF NEWEL POST PER CONTRACTOR NEWEL POST LET INT❑ THE BLOCK PR❑VIDE BL❑CKING F1 rFLOOR GIRDER PROVIDE S❑LID 1 x 11 BL❑CKING BELOW ALL ❑R OR NEWEL POST FROM VL JOIST TO J❑IST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL_ POST SECTI❑N VIEW "( PLLJL r\1INy SCALE: 1' = 1'-0' SCALE: 1' = 1'-0' F SECTI❑ VIEW - SCALE: �' = 1-0' STAIR CONSTRUCTION (IF lIX17 REDUCE SCALE ,5) YWALL J❑INT RYWALL TO VER J❑ISTS) 'TUD NAILED iLUED TO TOP 4 CUT INT❑ RIM ND, UED AND NAILED TO ARING WALL BELOW YWALL J❑INT RYWALL TO VER J❑ISTS) DETAILS SCALE: AS NOTED 2X12 BL❑CKING FOR NEWEL POST TO ANCHOR TO, (GLUED AND NAILED) JOIST 2X6CAP Q 1/2" DRYWALL 2 X 4 FRAME Lu WALL O z HALF WALL DETAIL @ LOFT WOOD PICKETS SPACED ® 4" C/C GUARDRAILS SHALL BE ADQUATE IN 5TRENGTH, DURABILITY AND ATTACHED AS DESCRIBED IN SECTION R3122, FRG 2004 OFTIONAL FIGKET DETA @ LOFT GUARD AND HANDRAIL NOTES • 1012.3 GUARD OPENING LIMITATIONS, REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) OR MORE IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER FRC 2004 R311.5.6.2 . • HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 20041009.11 • ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2004 1009 DANSCO iLi JL ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o 0 W z 0 O�� 0 j o� "0 Z Qm�v- f M Q0�� ZQ� a o z E Lu z W i z o 0 F— LU c i Lu Z W O U W fie 2 Z Z Z Q 3 Z F- IZ Q ZD ZD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2007 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. Q 2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: IJUL 0 3 SHEET TITLE: STAIR DETAILS SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: JB REVIEWED BY: TH STAIR 00 N V Z _J co N O N O M r Ln v-