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—'"%rA III C N I T E C T 3% <br />14 <br />WANDRAIL a 36' <br />LIJ/ 2X4 RE-IWOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR P-3111 . 6.2 <br />NOTE: <br />1. PANDRAILS SHALL PAvE EITHER A CIRCULAR CROSS SECTIC <br />DIAMETER OF li't 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 9 <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' <br />SHALL HAVE A MINIMUM RADIUS Or 1/0'. <br />2. TH15 RAILING SYSTEM 15 DESICNIED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At, <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIO� <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16015,1 / F.B.C. 2014 <br />@HHANDRAIL DETAIL <br />B <br />,PETAIL <br />Sr <br />_ <br />SCA /4 -c �11 <br />r5 514 <br />CHASE <br />DBL STUD <br />2'- j4'- <br />51 10, 51, <br />3052-5W <br />UPSTAIRS <br />LIVING <br />Ly <br />-8"' <br />BDRM. <br />CHASE 6-O'CL5. <br />DeL STUD <br />-0" -all rl 1 -01, <br />IDI <br />?0�3 <br />- <br />LL-L-i <br />42' H. HAL <br />LAUN. w/ CAP <br />WALL W1 CAP <br />rVV!C - <br />4 -10' <br />CLG. <br />V <br />c <br />A A k <br />0 pt) T l>PT' DN. <br />1R-ISH L <br />3:1 <br />STAIR DATA <br />'�j c <br />iW I.0 <br />�L <br />VfO' CLG. <br />IS RISERS 0 1.54, <br />-J'.�' - o' <br />31-al <br />15 TREADS 0 10' <br />-I'N05ING <br />22x3r. <br />ATTIC <br />ACCESS <br />%N�1-10 <br />�2 4 <br />Ll <br />-6 <br />1'- 0" <br />- 4 <br />0. <br />4X4 POST <br />BATH <br />4X4 POST - <br />CWASE <br />OWNER'S <br />SUIT <br />65 EGRESS ( & <br />0 -0� '-2' <br />SECOND FLOOR PLAN <br />NOTE: <br />42' W. 14ALF WALL <br />2-8 LOUV� DOOR Ull AIR WANDLER ON METAL STAND OR 2-8 SOLID <br />W/ CAP <br />DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE <br />(2 � LAYERS OF: 3/4' PLYWOOD <br />SEOJRE TREADS TO STRIW.ER <br />3/4'T40 SUB FLOOR <br />OR (2) LAYERS OF 3/4' SUB <br />W'(5ft ,, 51-FMLUS - EA <br />AHU <br />GLAIED 4 SCREWED <br />FLOOR MATERIAL RIPS r�/ <br />STRW.AR, LINTWRIEADrD $HANK, <br />PER FASTENER <br />SOLID MAILIW. <br />TO EXTEND BEYOND YW,_8S <br />SCHEDULE <br />OF SUIB�FLOCR SHEATHING. <br />IV-0 3/4'2ND FIN. FLR. <br />a, -a, SlRa WGT, <br />—PRE-ENG. <br />FLP- TRUSSES <br />NOTE, <br />STAIRS RISERS TO CONFORM TO P&CR 5TM <br />/4'KICK <br />42' W. 1/2 <br />WALL <br />EDITION (2014 <br />PLATE <br />11 MAX. <br />W1 <br />MN. TREAD 10- MAX. RISER;,lA3,/>4' 311r. <br />MAY- VARIATION IN RISERS/T 5 <br />STAIR DATA� <br />ISR 4D 7.S4' <br />10 <br />CAP <br />ADJACENT TO EACH OT14ER 3;8 115 <br />�Tt"IL <br />TREADS a <br />VARIATION IN ANY RISERITRE 110'- <br />CROSS SECTION DIA TO BE 13/4' <br />1' N0S NG <br />�IRCULAR <br />1/4' OR PROVIDE EQUIVALENT <br />GRASPAISILITY WNDEIRS- MIN. &'WIDE - <br />NARROW END HIM. II* WIDTH - 12'PROM <br />STOR. <br />NARROW END 34'MIKL HANDRAIL W.T. <br />34.12 SYP STRIW.ER <br />RENFORCED WX4 SFIF <br />I <br />NOTE, <br />ENCL08ED ACCESSIBLE SPACE UNI:>ER <br />W/CONT BEAD OF <br />SUB-rLCOR ADHESIVE <br />STAIRS SHALL WAVE WALL$, UNDER STAIR <br />FL-400 OR SrMILARE 0 <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />EA HORIZONTAL <br />THE ENCLOSED SIDE WITH 1/2'GYPSUM <br />BOARD5� FISCR 302.6� <br />2 X 4 RE-INFORCING. <br />09, <br />—4 <br />EA. 2 X 12 STRINGER <br />SECURE WA2ci OC. <br />2X4 ATTACHED W/ TO <br />STAIR DETAIL <br />MASONRY MAIL$ - 2X4 RT, <br />SLEEPER INTO SLAB WITHIN S' <br />�'Aill <br />OF EACH END, 32' O.C. MAX. <br />—Desim <br />PH: 407-774-607 <br />'fS <br />78 <br />FAX- 407-7744C Sj <br />www.ab esigngroup.com <br />5 <br />AAd#(. 0003325 <br />SILVERADO <br />LOT 33 <br />BLK 6 <br />Pxon=T# <br />04128.000-03361 <br />XMIDMIA <br />4EHB <br />"2605-HAYI)EN" <br />GAItAGM BWMWG* <br />LEFT <br />PAGIC: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B <br />