Laserfiche WebLink
AND THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE:" = 1'-0" <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 />2x4 SPF NOSING GLUED <br />AND <br />NAILED MATCH NOSING ON — <br />OTHER TREADS <br />3/4" RISER CUT TO <br />FIT MAINTAIN BETWEEj� <br />N <br />" AND GAP TOP \ <br />AND BOTTOM, GLUED / <br />AND NAILED TO 24 / <br />STRINGER SYP <br />or2x12 TREAD —[;Ixookino <br />GLUED AND / <br />NAILED <br />DRAFT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND \ 2xl2 SYP DRYWALL STOP <br />TAPCONED INTO FLOOR \ / MUST NOT TOUCH STRINGERS <br />WITH GLUE AT STRINGER \ / 2x4 BLOCK IN KNEEWALL <br />CONTACT POINTS ` t i FOR 2x12 NAILING <br />E i 1 x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW - <br />SCALE: <br />STRINGER MUST MAKE FUG <br />CONTACT WITH LANDING <br />/ <br />/ <br />I <br />I <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />/ <br />2x SYP CUT TO FIT \ I <br />BEARS IN WALL I I 1 i1 <br />j� III I <br />_ - —2xl2 SYP <br />BEARS IN L J I Zz <br />Ill <br />II I r17- <br />WALL <br />"'-2x6 SYP <br />/ \ 2x4 SYP BLFOR STRA <br />OCKING / <br />2x4 PT NOTCHED INTO STRIN ( IMPSON TAZ15) / <br />/ AND NAILED TO FLOOR WITH GLUE, BEHIND RISER / <br />AT STRINGER CONTACT POINTS \ / <br />2x4 CUT ON <br />BEVEL DOES NOT <br />BEAR IN WALL <br />GLUED TO <br />F 2x12 SECTION VIEW 99 A99 <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE D <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x4 CUT ON BEVY <br />DOES NOT BEAR IN <br />WALL <br />i <br />2x12 SYP BE RS op <br />�— IN WALL I I <br />-0-- 2x6 SYP / 1 <br />/ 2x4 PT NOTCHED INTO STRIN( <br />/ AND NAILED TO FLOOR WITH <br />/ AT STRINGER CONTACT POINTS \ / <br />SECTION VIEW 99D99 SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDE PLYWOOD <br />GLUED & SCREWED TO r <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN <br />WALL <br />B U L L N 0 S E DETAIL - <br />SCALE: 1" = 1'-0" <br />—3/4" RISER CUT TO <br />FIT MAINTAIN <br />BETWEEN J" AND <br />GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />1 x4 GLUED AND NAILED <br />—TO STRINGER <br />—2x4 DRAFT <br />STOP <br />—2xl2 SYP DRYWALL STOP <br />1 MUST NOT TOUCH <br />I STRINGERS <br />I <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TRINGER <br />x4 GLUED <br />ND NAILED <br />SECTION D - D <br />SCALE: 1" = 1'-0" <br />/ ------ <br />3/4 <br />PLYWOOD <br />ON DECK <br />—2x12 SYP \ <br />GLUED AND / <br />NAILED TO 2x4 SYF/ <br />2xFRAMING 2x12 BLOCK( G <br />FOR <br />DRAFT TREAD STRAP <br />STOP GLUED <br />AND <br />NAILE / <br />112x <br />I i i DRAFT S P <br />2x4 PT NOTCHED INTO I <br />STRINGER AND \ 2xl2 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 VIEW <br />SCALE: " = 1'-0" <br />2x4 BLOCKING FOR <br />2%42PT UNDER 202 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 TAPCONS O MAX. 32" O.C. <br />TREAD <br />x4 GLUED AND NAILED TO STRINGER <br />:4 DRAFT <br />OP <br />x12 SYP DRYWALL <br />TOP MUST NOT <br />OUCH STRINGERS G <br />2x4 BLOCKING FOR <br />2%42PT 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 />—20 2 SYP <br />GLUED ANI <br />NAILED TO <br />2x4RAMING <br />DRAFT <br />STOP <br />2x4 BLOCKIN <br />C —I NOTE: 2x12 <br />DRYWALL STOP / <br />\ NOT SHOWN / <br />2x12 SY SCAB 2x4 GLUED AND NAILED <br />STRINGER (EACH SIDE) TO BOTTOM EDGE <br />OF 2x12 STRINGER <br />I <br />�I <br />1 � <br />R0VIDE MOISTURE / <br />PROTECTION / <br />ATTACH ALL COMPONENTS / <br />\\ OF STAIR TO CONC. W/ a" X / <br />\ 2 TAPCONS ®MAX. 32" 0. / <br />\ 1x4 GLUED A / <br />\ NAILED TO STRINGER / <br />SECTION VIEW 99C99 <br />SCALE: 1" = 1'-0" <br />_ TOP OF <br />' STRINGER <br />/ \ CONN. TO BO <br />s OF NEWEL P <br />PER CONTRAC <br />� I <br />1 I s <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON s 7 <br />BELOW ALL NEWEL POST <br />BEVEL GLUED OR 1 4 x 11 8 FROM JOIST TO JOIST. <br />VL AND NAILED USE 2 X 12 BLOCKS, <br />TO LVL GLUED AND NAILED TO <br />JOIST. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />Al <br />F SECTION VIEW <br />_ SCALE: = 1'-0" <br />STAR CONSTRUCTON <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />NOTE: HANDRAIL 5HALL BE 42" ABV. END OF TREAD H / <br />PICKET <br />n ir,,,rL <br />LET <br />BLOCK <br />'IDE <br />KING <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 />OFT. P I GKET RA I L I N5 <br />2X12 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND <br />NAILED) <br />FLOOR <br />JOIST <br />2X6CAP <br />Q <br />1/2" DRYWALL <br />2 X 4 FRAME <br />HALL <br />O <br />z <br />DALE <br />WALL DETAIL <br />HOOD PICKETS SPACED ® 4" C/O <br />GUARDRAIL5 SHALL BE ADOUATE IN STRENGTH, <br />DURABILITY AND ATTACHED A5 DE5CRIBED IN <br />5ECTION R312.2, FRG 200-T <br />OFTI ONAL F I GKET 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 R311.5.6.2 . <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.danscoenginee6ng.com <br />i <br />o <br />u'1 <br />w <br />�t� <br />'0 <br />Z <br />am� <br />aL1�MFV <br />"_L <br />z <br />ao <br />WZ�H <br />zz <br />i <br />o <br />CD <br />m <br />vD <br />V) <br />F— <br />LLJ <br />w <br />V) <br />0 <br />w <br />Q <br />Z <br />Q <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 SUPPLEMENTI. SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" <br />ENCLOSED (INTERNAL PRESSURE COETTICIENT=t0181 <br />WIND ZONE. <br />THIS DRAWING AND DESIGN LS VAUD 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 />0201 DTHESE 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 />SHEATHING FOR TILE ROOF <br />VERSION NO.3.00 / 07.28.10 <br />CA 25948 <br />� SAMUEL A. GREENBERG, <br />P.E. #34245 <br />1�1 THUY H. HUYNH, <br />F P.E. #60122 <br />Ej IRWIN J. BENSON, <br />P.E. #49758 <br />ANDREW D. HAROLD, <br />P F•,•�ig!l1�9R•♦♦ <br />al <br />6 12 <br />,9; <br />_3 4 LL <br />%� •• O 40 <br />OAIAL <br />MET TITLE: <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 />0 <br />IV <br />I <br />LO <br />I <br />0 <br />E-- <br />LO <br />r� <br />