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3/4' TAG SUN FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />I®•-8 3/4. SCHEDULE <br />2ND FIN. FLR ,L <br />V-4' BAG. HST. i <br />FLOORING <br />SYSTEM (SEE <br />FIRST FLOOR <br />FRAMING PLAN) <br />2X MEADE <br />OVER DOC <br />2-8 DOOR AT r <br />8T UNDER UE <br />UNDER <br />STAIRS <br />NOTE, <br />STAIRS RGERB TO CONFORM <br />TO FBGR STH EDITION 20RT <br />MIN TREAD.10' MAX RSER.T <br />3/4' 3A6' MAX VARIATION IN <br />RISERBrtREADS ADJACENT TO <br />EACH OTHER 3/8' MAX <br />VARIATION IN ANY <br />RSER/fmAD HANDRAIL <br />CIRCULAR CROSS SECTION <br />DI.4 TO BE 1 3/4' •-114. OR <br />PROVIDE ECAWALENT <br />GRABPABILITY WINDERS- MIN <br />6' WIDE . HARR= END MIN U' <br />WIDTH . R' FROM NARRI7W END <br />34' MIN HANDRAIL 143T. <br />0'-0' FIN. FLR <br />1 STAIR SECTION <br />SCALE: IR' • I'-0' <br />) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER <br />WIT3) b 3' SCREWS . EA <br />STRINGER UNTHREADED SHANK <br />TO EXIBJD BEYOND TWK20-FW <br />OF SUB -FLOOR SHEATHING <br />A \ <br />\ 3/4' KICK <br />\ PLATE I' MAX. <br />\ 10, NOSING <br />42' H. 1/2 <br />\ MIN. <br />WALL <br />CAP <br />_ <br />r <br />\ <br />STAIR DATA: <br />- <br />\ w U <br />15 <br />S T O R. <br />TREADS 6 <br />0'. P NOSING <br />\ z z <br />3-2.12 GYP STRINGER L Q <br />REINFORCED SFF \ W <br />WY2X4 <br />SUM-R COR ADHESIVE \ u 2ST� <br />. <br />S <br />TEgpO HT <br />PL-400 OR SIMILARE . \ <br />QQ m <br />EA HORIZONTAL RUN <br />O( <br />\ <br />doh <br />2X6 HEADER \ <br />O ZQ <br />UNDER STAIR \ <br />= m <br />\ <br />2 X 4 RE-RFOW-ING \ <br />. EA 2 X 12 STRINGER <br />LANDING <br />SECURE UYOd 6'-W OL, <br />2X4 ATTACHED WV WSd <br />MA,80NRT NAIL$ . 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN 8' <br />OF EACH END, 32' O.C. MAX <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 VI' <br />WWDRAL ♦ 36' AS FER FBLR R310A2 <br />WV 3X41E4 WORCNS <br />NOTE, <br />HANDRAIL ENDS SMALL BE <br />RETUNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />FY7&T. <br />NOTE, <br />L HANDRAIL& SHALL HAVE EITHER A CIRCULAR CROW SECTION WITH A <br />DIAMETER OF J'H 2' OR A HONCIRGULAR CROW SECTION WITH A <br />PERIMETER DIMENSION Q AT LEAST 4' BUT NOT MORE THAN 6 I/W AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL NAVE A MINIMNM RADIUS OF [IV. <br />2. THIS RAILING SYSTEM 16 DEBW'INEO TO RESIST A LOAD OF 50 FLF <br />FOR A CONCENTRATED LOAD OF 2M POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH MARRER6 AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXNIL" <br />STRESSES- PER SECTION 1601AJ / FI&L. 2020 <br />HANDRAIL SECTION <br />A SCALE: NTS <br />NOTE: <br />-2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. <br />-VERIFY CONDENSER PAD LOCATION WITH SITE PLAN <br />-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE <br />ECIIIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) <br />IN THICIDJESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT <br />LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />-THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS <br />ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GY 'SUM BOARD APPLIED <br />TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS <br />SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS <br />THAN TYPE X GYPSUM BOARD OR ECRUIVALENT. <br />-UNDER STAIR PROTECTION: <br />ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, <br />UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE <br />ENCLOSED SIDE WITH 1/2 INCH GYP&J M BOARDS. <br />FBCR 2020 (NTH ED.) 302 <br />MASONRY/FRAME <br />WALL LEGEND <br />9'-4® L <br />UNA ON PLANS <br />BEG. NOT. VARIES <br />8' BLOCK WALL <br />UNA ON PLANS <br />19'-4' BFI's. <br />INTEFJOR LOAD <br />BRG. WALL U.N.O. <br />ON PLANS <br />44' INTERIOR <br />— <br />LOAD BAG. WALL <br />UNA. ON PLANS <br />I I <br />1 I <br />I I <br />I � <br />I 1 <br />Mo��M <br />— <br />'0�� <br />!:!:....... i!i!i!I° <br />Ol!:!:!:!i!i!:!:!:!:! <br />i°I!:!W . !: l40 <br />6: <br />♦9 INi� v*i <br />'i <br />�� i <br />©_ <br />I <br />ii ♦4 <br />e•. � I � i <br />♦� F 1 _ ♦i <br />I <br />I <br />� � ,� �!�►, <br />O " 0 ��Ii��ii��i�lfilllil <br />� <br />i. <br />>i i♦i <br />SECOND FLOOR PLAN <br />SCALE: 1/4' • 1'-0' <br />A E C N I T E C T E <br />6 <br />Group ia. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX: 407-774 4078 <br />www.abdea*Woup.com <br />AA 8: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813 MW-1628 <br />FAX: 813186-2802 <br />SUHDEV. do I.OT: <br />SILVERADO <br />LOT# 5 <br />BLK# 15 <br />PROJECT# <br />03719.001-05151 <br />MODElz <br />JORDYN <br />GARAGE 571fIIdCi: <br />RIGHT <br />PAGE: <br />SECOND FLOOR <br />PLAN <br />(150 XH RV. C <br />202 <br />A <br />NO <br />DWI 'E 03/02/21 <br />SCAT -A=- M NOTED <br />SHEET <br />A2 <br />