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JI I
<br />AND THEN WRAPPED AROUND STUD
<br />PLAN VIES/
<br />SCALE:
<br />HANDRAIL - SHALL 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 />2x4 SPF NOSING GLUED
<br />AND
<br />-
<br />NAILED MATCH NOSING ON -
<br />OTHER TREADS-
<br />3/4" RISER CUT TO�-
<br />FIT MAINTAIN BETWEEN
<br />" AND 2" CAP TOP
<br />AND BOTTOM, GLUED
<br />AND NAILED TO
<br />2x4
<br />I
<br />STRINGER
<br />syp i
<br />I
<br />I
<br />I i
<br />blockir4
<br />i/
<br />11
<br />For ,'
<br />2xl2 TREAD
<br />GLUED AND
<br />-
<br />I
<br />NAILED
<br />I
<br />/
<br />II
<br />I
<br />I
<br />12x�
<br />DR r T 7P
<br />I
<br />III
<br />I
<br />l
<br />2x4 PT NOTCHED INTO
<br />STRINGER AND \
<br />2xl2 SYP DRYWALL STOP
<br />TAPCONED INTO FLOOR
<br />\\
<br />\./ MUST NOT TOUCH STRINGERS
<br />WITH GLUE AT STRINGER
<br />/ 2x4 BLOCK IN KNEE'WALI_
<br />CONTACT POINTS \
<br />i FOR 2x12 NAILING
<br />E
<br />1x4 GLUED AND NAILED TO STRINGER
<br />FOR DRYWALL SPACING
<br />H CCC ON `v' EVV
<br />_ SCALE: 2" = 1'-0"
<br />MUST � F
<br />STRINGER MU� r MAKE ��
<br />\OONTACT WITH I ANDING /
<br />I
<br />-
<br />I' I v
<br />ALIGN THIS STUD WITH
<br />FACE OF 2ND RISER / 3 /4" RISER CUT TO
<br />FIT MAINTAIN
<br />/ BETWEEN 4" AND Z"
<br />i GAP TOP AND
<br />T T \ BOTTOM, GLUED AND
<br />NAILED TO STRINGER
<br />1x4 CLUED AND NAILED
<br />TO STRINGER
<br />\ �' C2,4 DRAFT
<br />-----STOP
<br />r
<br />-2x12 SYP DRYWALL STOP
<br />/i, MUST NOT TOUCH
<br />,-2x SYP CUT TO FIT STRINGERS
<br />BEARS IN WALL
<br />11 I
<br />--2x12 SYP w--
<br />BEARS IN I I-
<br />I IT I i�=Zx4 BLOCr<!NG 1=0R
<br />2x12 SYP-� SCAB 2x4 GLUED AND NAILED
<br />r'
<br />EACH SIDE; TO BOTTOM FGE
<br />STRINGER
<br />I OF 2x12 STRINGER
<br />2x4 BEHIND RISER �� �� /�
<br />BLOCKING FOR _ C-- --
<br />STRAP GLUED TO ------ ----N
<br />I `
<br />RISER AND TREAD
<br />/ z),I UNDER 2x12
<br />IJ
<br />/ \
<br />—2x5 SYP
<br />\ 2x4 SYP BLOCKING
<br />/ FOR STRAP /
<br />/ 2x4 PT NOTCHED INTO STRIN
<br />MPSON TAZ1,
<br />/ AND NAILED TO FLOOR WITH CLUE, / AT STRINGER CONTACT POINTS BEHIND RISER / ATTACH ALL COMPONENTS \
<br />OF STAIR TO CONC. W/ V, X
<br />TAPCONS Ca> MAX. 32" O.C.
<br />2x4 CUT ON
<br />BEVEL DOES NOT
<br />BEAR IN WALL
<br />GLUED TO
<br />F '\2x12
<br />CJ C 17
<br />\C W 9 9 9 9
<br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
<br />STRINGER MIDST MAKE F-ALIGN THIS STUD WITH FACE OF 2nd RISER
<br />FULL CONTACT WITH LANDING - - -
<br />TREAn
<br />1x4 GLUED AND NAILED TO STRINGER
<br />I V
<br />� / � III I I 1
<br />�V
<br />10II Ij i�-
<br />C
<br />I -� ROVIDE MCISTURE j /
<br />I PROTECTION
<br />ATTACH .ALL COMPONENTS
<br />OF STAIR TO CONC. W j 4" X -/
<br />\ 2 43" TAPCONS GG VIAX, 32 O. .
<br />--1 x4 GLUED ANT:-- -
<br />\ NAILED TO STRINGER ;
<br />SCALE: 1" = 1'-0"
<br />NOTE HANORAiL 5+i,ALL BL.= 42' ASV. END OF TREAD W
<br />F'iGKETS NO MORF THAN 4" O.r..
<br />OP OF - "1F 177I
<br />j F'C;T LET
<br />_ STRINGER INTO
<br />i i A V CONN. TO BOTO1-� `IF ' T;Ch;
<br />/ 2x4 DRAFT
<br />GF NE'NE_ POZ,: .OF = / -__
<br />/ , STOP -'�� _ r ---_ PER CONTR4CTOT -
<br />-�' ;I P R C V D-
<br />� 2x12 SYP DRYWALL /� K;r�r
<br />1 III C - - - _--
<br />.- STOP MUST NOT,� � -
<br />/ r TOUCH STRINGERS / I c� -� - -
<br />/ / �x SYP JT TO FIT h �I - - -
<br />BEARS IN WALL -
<br />II �l-_ I I I � � '
<br />2x4 1 � I ;I I
<br />�x12 SYP BEAIR, _
<br />i III
<br />� C II I'� II � � SYP ��CKIN�
<br />IN WALL 2x4 BLJ KING FOR
<br />11�- - BLOCKING �'--
<br />1 �IV, V� FOR ' I 2%42PT UNDER 2x12
<br />2x6 SYP r L - - - - -- _-
<br />II
<br />2x4 PT NOTCHED INTO STRINGL
<br />AND NAILED TO FLOOR WITH GL
<br />2x4 CUT ON BE'v'E / AT STRINGER CONTACT POINTS /
<br />DOES NOT BEAR IN
<br />WALL _
<br />BC�i� CI V \V 1'Jr� 99 99 �L_CC `�J C \J E\vI�U 99T i
<br />SCALE: 1" - 1'-0"
<br />FILLER STRIPS ADDE 4" PLYWOOD
<br />GLUED & SCREWED TO
<br />PLYWOOD DECKING
<br />1 2x SYP CUT 70 FIT
<br />BEARS IN WALL
<br />-----2x12 SYP
<br />�1I-77 BEARS IN
<br />WALL
<br />l ( r /\ I
<br />B = E H,
<br />SCALE: 1" = 1'-0"
<br />TRINGER
<br />A - 111111
<br />11�
<br />x4 GLUED I�
<br />ND NAILED
<br />77
<br />II /
<br />IN
<br />D
<br />SCALE 1" = V-D"
<br />Ili --3/4 PLYWOOD
<br />1 ON DECK
<br />\ 2xi2 SYP
<br />I GLUED AND
<br />I I I
<br />NAILED TO
<br />2x4RAMING 2x i 2
<br />DRAFT TREAD
<br />'I
<br />SCALE: 1" = 1'-0"
<br />N0 TF -
<br />THESE DETAILS ARE NOT PLAN
<br />SPECIFIC. -HEY ARE PROVIDED
<br />TO YOLI AS A STANDARD TO
<br />CONSTRUCT STAIRS. REFFR TO
<br />PLAN DETAILS FOR RISE AND RUN
<br />NFORMATiON.
<br />NEWEL F OS1
<br />T!) ANCk, R In
<br />FLOOR GIRDER
<br />PROVIDE S01_ID BLOCKING
<br />BELOW ALL NEWEL POST
<br />G UE� AND
<br />NAILED)
<br />2X4 CUT ON /
<br />OR 1 x 11 7
<br />BEVEL Gi_UED
<br />g
<br />VL
<br />FROM JOi57 TO JOIST.
<br />USE 2 X 12 BLOCKS,
<br />\-FLOOR
<br />AND NAILED
<br />TO LVL
<br />GLUED AND NAILED TO
<br />JCII,ST
<br />JOIST.
<br />I \1�AI
<br />�'J
<br />-_ V LL-
<br />SECTi ON
<br />Vi C%
<br />"C" B OC��
<br />�� ��
<br />SCALE: 1" = 1'-0"
<br />III III i-D n('WAL_ )DIE
<br />II '
<br />(DRYWALL 10
<br />I ,
<br />I
<br />v L_R ,J.,SI
<br />J
<br />I I
<br />�L
<br />III I I II
<br />1 I I
<br />I ! : I iXa S I!JD NAIL ED
<br />I
<br />III
<br />��,ND CLUED TOP
<br />C ALA IF
<br />'T
<br />J
<br />I
<br />2X4 CUT INTO RIP.
<br />---
<br />C
<br />-
<br />L 1
<br />-
<br />RAI
<br />T` .;L�r_C AND NAILED TO
<br />-
<br />-- y H -
<br />oEAR�NG a, L_I_ B��U�,
<br />- ---- 0A �E ',
<br />-
<br />Ll
<br />/ 3/4x III / -DRYWALL In'.NT
<br />118„
<br />l U I
<br />- -R k.,LL
<br />I I
<br />- �I II
<br />2X:41 (CUT ,.f�
<br />I III - �-
<br />BEVEL CLUED � I
<br />,AND NAILED
<br />I� I II
<br />I II
<br />� I III � � I
<br />TO L L
<br />d I II
<br />-- = I i I
<br />I ,I.
<br />i
<br />I
<br />I
<br />I II I
<br />I
<br />r I II
<br />2-��
<br />x1
<br />2 (IVI SYP
<br />II I
<br />III j
<br />� I
<br />I
<br />II II I i i
<br />I T;I Tl'
<br />i 1 II
<br />%
<br />PLYWOOD 'Ir I IBEAty. I I I I
<br />JII JL�1 1«1L
<br />i, ON DECK
<br />- I J
<br />---- - - i I
<br />I
<br />�
<br />12 SYP - -�� IN WA=L I I III III Ili
<br />I
<br />I
<br />2
<br />i
<br />, I
<br />2x4 _ S
<br />BLOCKING
<br />FORl
<br />I
<br />STRAP 9
<br />III i STOP GLUED I i� _ �- � 'y- � I III
<br />(
<br />AND \ III
<br />NAILS
<br />I � I II I II I
<br />I 1 � III
<br />I 2x
<br />141 ' 1 III �
<br />�V
<br />DRIFT S OP
<br />1 1 I I i I I III
<br />2x4 PT NOTCHED INTO
<br />STRINGER AND \ 2x12 SYP DRYWALL STOP
<br />TAAPCONED INTO FLO / MUST NOT TOUCH STRINGERS
<br />WITH CLUE AT STRINGER -,1x4 GLUED AND NAILED TO STRINGER
<br />CONTACT POINTS _ FOR DRYWALL SPACING
<br />E BCC T �J �1 C VV
<br />SCALE: 2"
<br />2x 2 I L I
<br />I
<br />I
<br />GLUED AND � 1 I i SYP I II III III
<br />NAILED TO ;III GLUE
<br />II
<br />FRAMING AND
<br />2x4 I _ � (III
<br />NAILED
<br />I DRAFT I
<br />�J STOP — ��'III �ITOI F I I 1 III
<br />T-- - RAvIIIJIG
<br />I l
<br />I III
<br />2x4 BFOCKIN� i
<br />II
<br />I i II T II 1 II III
<br />T
<br />I J I �1TJ I I I I I
<br />II I �' 11 II III
<br />�I NOTE: E. 2x12 I
<br />DRYWALL STOP
<br />\ NOT SHOWN /
<br />CEC ON ViE_V
<br />SCALE: z„= 1`- 0
<br />s -F A i R .� T C C
<br />i
<br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED
<br />f2X6GAP
<br />I/2" DRYWALL
<br />s-
<br />2 X 4 FRAME
<br />J
<br />WALL
<br />zl
<br />r 1AL
<br />AZ! L'.L DETAIL
<br />AIL
<br />WOOD PICKETS SPADED 4 4" G/G
<br />5UARDRAIL5 SHALL BE ADOUATE IN STRENGTH,
<br />DURABILITY AND ATTACHED AS DESCRIBED IN
<br />SECTION R312.2, FRG 2007
<br />�'.
<br />.I
<br />III
<br />I
<br />1 I
<br />I
<br />I
<br />I�I
<br />I
<br />I
<br />I
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<br />I
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<br />I
<br />it
<br />S
<br />I
<br />I i
<br />II
<br />I III
<br />I I it
<br />CI
<br />I'I
<br />III
<br />•
<br />L L' ;_I r�
<br />T NA�,I_ I C<LT DE -TA L
<br />GUARD AND HANDRAIL NOTES
<br />0 11012.3 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 AGLOW PASSAGE OF A SPHERE 4 INCHES (102 mm)
<br />OR "v10RE IN C!AMETER.
<br />ExcFPT!oNs:
<br />_ w
<br />i . THE T ,IAN.�U�AR OPENINGS FORMED BY THE RISER, TLEAD AND BOTTOM RAIL
<br />-1 �,
<br />O.F
<br />A �. GUARD AT THE OPEN SIDE OF A T .�. AIRWAY ARE PERMITTED TO BE OF SUCH
<br />A SIZE THAT A SPHERE 6 INCHES 1 52 mm CANNOT PASS I HROUGH.
<br />- 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 SHALI 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 OTIiERS PARTS OF STAIR SHOULD BE !N CONFORMANCE WITH FBC 2007 1009
<br />DANSCO
<br />ENGINEERING LLC
<br />,
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST. EXPOSURE '•C••
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 10.18)
<br />WINDZONE.
<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 />02010 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION,
<br />02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE
<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 F8C UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />200 GP FIREWALLS
<br />07.28 10
<br />3.00 ADD ALT" ROOF
<br />SHEATHING FOR TILE ROOF
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />VERSION NO. 4.00 / 1 1.12.10
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON
<br />P.E. #49758
<br />I�E•ER��.
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<br />TYPICAL 2 STORY
<br />SECTIONS & DETAILS (MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />STAIR
<br />
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