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LV I Lf1 I J II\%"�I IV/11 LI_V I V 1\IJLI\ <br />AND THEN WRAPPED AROUND STUD <br />PLAN MEW. <br />SCALE:" <br />HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM <br />TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS <br />SHALL HAVE EITHER A CROSS SECTION DIA. <br />BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE <br />EQUIVALENT GRASPABILITY. CLEAR SPACE <br />BETWEEN HANDRAIL & WALL SHALL BE A MIN OF <br />1-1/2" INCHES. (RE. FBC R311.5.6, 2007 EDITION) <br />HANDRAIL DETAIL <br />SCALE: N.T.S. <br />D <br />2x4 SPF NOSING GLUED <br />AND - <br />NAILED MATCH NOSING 'A <br />— <br />OTHER TREADS <br />3/4" RISER CUT TO <br />FIT MAINTAIN BETWEEN <br />" AND GAP TOP <br />AND BOTTOM, GLUED <br />AND NAILED TO <br />2x4 <br />STRINGER <br />syp <br />blockin/i' <br />i / <br />j �i <br />, <br />2x12 TREAD <br />�for <br />GLUED AND <br />' <br />NAILED <br />/ <br />2x <br />DR/�FT STOP <br />I <br />2x4 PT NOTCHED INTO � <br />STRINGER AND \ <br />2x12 SYP DRYWALL STOP <br />TAPCONED INTO FLOOR \ <br />MUST NOT TOUCH STRINGERS <br />WITH GLUE AT STRINGER \ <br />/ 2x4 BLOCK IN KNEEWALL <br />CONTACT POINTS \ <br />i FOR 2x12 NAILING <br />E <br />_ — <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECT ON VIEW <br />_ SCALE: 2" = V-0" <br />STRINGER MUST MAKE <br />CONTACT WITH LANDINC <br />i <br />/ <br />/ <br />ALIGN THIS STUD WITH <br />A FACE OF 2ND RISER 3/4" RISER CUT TO <br />FIT MAINTAIN <br />\ BETWEEN 4" AND 2" <br />GAP TOP AND <br />\ BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />1x4 GLUED AND NAILED <br />\ / TO STRINGER <br />2x4 RAFT <br />/ 2x12 SYP DRYWALL STOP <br />,.��� MUST NOT TOUCH <br />(P CUT TO FIT j % i)�� STRINGERS <br />IN WALL ► �I / ill <br />I � � <br />)x12 SYP ► �j / <br />SEARS IN <br />IN 1/1 <br />> SYP <br />/ \ 2x4 SYP BLOCKING / <br />/ FOR STRAP / <br />/ 2x4 PT NOTCHED INTO STRIN <br />/ AND NAILED TO FLOOR WITH GLUE,(SIMPSON TAZ15) <br />/ AT STRINGER CONTACT POINTS \ BEHIND RISER / <br />2x4 CUT ON — — — <br />BEVEL DOES NOT <br />BEAR IN WALL <br />GLUED TO <br />F 2x12 SECT ON VIEW 99W99 <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE 0 <br />FULL CONTACT WITH LANDING <br />S E IC0 MEW W 99 B 99 <br />SCALE: 1" = 1'- C_" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ <br />2x SYP CUT TO FIT <br />BEARS IN WALL ;) <br />2x12 SYP BEAS �I - —� SYP I` <br />E <br />IN WALL ��; BLOCKING <br />'I <br />FOR <br />2x6 SYP / L <br />- <br />\ <br />/ ZZ <br />// 2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GL / <br />2x4 CUT CfJ BE <br />/ AT STRINGER CONTACT POINTS \ / <br />DOES NOT BEAR IN <br />\ / <br />WALL <br />— <br />i <br />SECT ON MEW "D" SECT ON MEW 99�99 <br />FILLER STRIPS ADDED - <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />/—a" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN <br />WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />INGER <br />n <br />GLUED <br />NAILED <br />SECT <br />ON <br />D D <br />SCALE: <br />1" = V-0" <br />W j" <br />- <br />3/4 <br />PLYWOOD <br />ON DECK <br />`-2xl2 SYP <br />GLUED ANDx4 <br />0 <br />S <br />4z�,_ <br />BLOCKI G <br />2x4RAMIDNG <br />2x12 <br />TREAD <br />STOP <br />FORDRAFT <br />STRAP <br />� <br />/ <br />GLUED <br />AND <br />NAILED/ <br />I <br />I / I <br />� �dI 2x <br />i i DRAFT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND \ 2x12 SYP DRYWALL STOP <br />TAPCONED INTO FLO / MUST NOT TOUCH STRINGERS <br />WITH GLUE AT STRINGER \ x4 GLUED AND NAILED TO STRINGER <br />CONTACT POINTS _ _ i / FOR DRYWALL SPACING <br />B <br />E SECTION MEW. <br />SCALE: 2" = 1'-0" <br />SCALE: 1" = V-0" <br />x4 BLOCKING FOR <br />K42PT UNDER 2x12 <br />2x12 SY SCAB 2x4 GLUED AND NAILED <br />STRINGER (EACH SIDE) TO BOTTOM EDGE <br />OF 2x12 STRINGER <br />2x4 BEHIND RISE / <br />BLOCKING FOR <br />STRAP GLUED TO _________ <br />RISER AND TREAD / \ <br />/ <br />r � <br />I <br />ROVIDE MOISTURE / <br />\ PROTECTION / <br />ATTACH ALL COMPONENTS <br />\ OF STAIR TO CONC. W/ 4" X <br />\� 2 4" TAPCONS © MAX. 32" 0. / <br />ATTACH ALL COMPONENTS \ 1x4 GLUED A / <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / <br />2 4" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "C" <br />_ TOP OF <br />TREAD , f STRINGER <br />x4 GLUED AND NAILED TO STRINGER \ \ <br />:4 DRAFT / \ <br />OP-- <br />x12 SYP DRYWALL <br />;TOP MUST NOT <br />OUCH STRINGERS 1 <br />2x4 BLOCKING FOR <br />2%4 _!�T UNDER 2x12 <br />NOTE. <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED <br />TO YOU AS A STANDARD TO <br />CONSTRUCT STAIRS, REFER TO <br />PLAN DETAILS FOR RISE AND RUN <br />INFORMATION. <br />-3/4 <br />PLYWOOD <br />ON DECK <br />—2xl2 SYP <br />GLUED AN <br />NAILED TO <br />2x4RAMING <br />DRAFT <br />STOP <br />2x4 BLOCKIN <br />C NOTE: 2x12 ) <br />1 DRYWALL STOP / <br />\ NOT SHOWN / <br />1 <br />\ j <br />2X4 CUT ONE <br />BEVEL GLUED <br />AND NAILED <br />TO LVL <br />SCALE: 1" = V-0" <br />CONN. TO BO <br />OF NEWEL PO <br />PER CONTRAC <br />LFLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 x 11 BELOW ALL NEWEL POST <br />VL FROM JOIST TO JOIST. <br />USE 2 X 12 BLOCKS, <br />GLUED AND NAILED TO <br />JOIST. <br />NOTE: HANDRAIL SHALL BE 42" ABV. END OF TREAD N / <br />PICKET- <br />OPT. �KET RX is NG <br />n lru,rl <br />LET <br />LOCK <br />DE <br />'.ING <br />?X12 BLOCKING <br />OR NEWEL POST <br />�0 ANCHOR TO. <br />GLUED AND <br />JAILED) <br />LOOR <br />JOIST <br />NEWEL POST <br />SECT ON VIEW 99C99 BLOCKING <br />SCALE: 1" = V-0'> SCALE: 1" = 1'-0" <br />,ram SECTiON VIEW <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X17 REDUCE SCALE .5) SCALE: AS NOTED <br />RYWALL JOINT <br />DRYWALL TO <br />:OVER JOISTS) <br />STUD NAILED <br />GLUED TO TOP <br />E <br />X4 CUT INTO RIM <br />AND, <br />;LUED AND NAILED TO <br />EARING WALL BELOW <br />RYWALL JOINT <br />DRYWALL TO <br />OVER JOISTS) <br />2X6CAP <br />Q <br />1/2" DRYWALL <br />2 X 4 FRAME <br />Lu <br />NALL <br />O <br />.Z <br />HALF <br />AALL DETAIL <br />HOOD PICKETS SPACED ®411 C/C <br />OUARPRAIL5 5HALL BE ADGUATE IN 5TRENOTH, <br />DURABILITY AND ATTACHED AS DESCRIBED IN <br />SECTION R312.2, FRG 2001 <br />OPT ONAL G<ET DETAIL - <br />GUARD AND HANDRAIL NOTES <br />• 1012.3 GUARD OPENING LIMITATIONS. <br />REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, <br />BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL <br />CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 mm) <br />OR MORE IN DIAMETER. <br />EXCEPTIONS: <br />1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL <br />OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH <br />A SIZE THAT A SPHERE 6 INCHES (152 mm) CANNOT PASS THROUGH. <br />2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT <br />ALLOW A SPHERE 4-3/8 INCHES (107 mm) TO PASS THROUGH. <br />HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF <br />THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A <br />POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE <br />RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER <br />FRC 2007 R31 1.5.6.2 . <br />• HANDRAIL GRIP SIZE SHOULD BE IN CONFORMANCE WITH FBC 2007 1009.11 <br />ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FBC 2007 1009 <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />a <br />o <br />N <br />w <br />Oho <br />Ln <br />Z <br />M O <br />Lu <br />a ` rn <br />QQ <br />ZCK <br />r <br />a <br />n V <br />Lu <br />W <br />�Lm <br />Ln <br />Ln <br />W <br />V) <br />Q <br />Z <br />Q <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THESTRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING <br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION <br />R301FOR 120MPH, 3SEC. GUST. EXPOSURE "C" <br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0. 18) <br />WIND ZONE. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />02011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02011-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />02.02.09 <br />1.0 2007 FBC UPDATES <br />10.29.09 <br />1.01 FFPC 2007 UPDATE <br />05.07.10 <br />2.00 GP FIREWALLS <br />07.28.10 <br />3.00 ADD ALT. ROOF <br />IZWrATWIKIG rnP -nI E ROOF <br />11.12.10 <br />4.00 ADD STEM WALL DETAILS <br />04.20.11 <br />4.01 REVISED NON -DROP <br />GABLE DETAIL <br />VERSION NO. 4.01 / 04.20.1 1 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />H. HUYNH, <br />rTHUY <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />b��'iartta¢naF$�a <br />I00'j H i r sit <br />s% ° <br />4 : •R <br />.� No. p <br />q • q <br />f <br />Ifi Tel , F p <br />O . C,7-. (` a <br />O <br />`Pa. A4, A E� q`�o <br />L <br />allis <br />SHEET TITLE: <br />TYPICAL 2 STORY <br />SECTIONS & DETAILS (MONO) <br />SHEET INFORMATION: <br />JOB NO.: 290127 <br />DATE ISSUED: 03.09.11 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />STAI R <br />T <br />C) <br />O <br />T <br />O <br />T <br />I <br />0 <br />CIO <br />1"' <br />LO <br />r <br />