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42 CORAL ST - DECK DRAWING d Lu ,Lu EAST WORK AREA w SCOPE OF WORK: Ix REPLACEMENT OF DETERIORATED ° J U) GENERAL NOTES&DESIGN CRITERIA DECK OVER LIVING SPACE G W NORTH WORK AREA NORTH ?w CODES: SCOPE OF WORK: 9 o w w FLORIDA BUILDING CODE-EXISTING(5TH ED),NDS,AWPA&APA,ASCE 7-10,AISI, REPLACEMENT OF -- -- j o 3 Z Ir ANSI &AITC z DETERIORATED \ \ t... ... . _. m..I a z LOADS: SPACE DECK OVER LIVING > GRAVITY: I -� .___ _j _ J . . . o z DECK LIVE LOAD 40 PSF ° z o � WIND LOAD: r _ I I O z oo o R w BASIC WIND SPEED,V(ULTIMATE) 130 MPH RISK CATEGORY II ALL ROOFING,WATERPROOFING,AND FLASHING I I � ¢ate 7 44 CORAL STREET Q a w�W WJ � �0„ EXPOSURE CATEGORY D ARE THE FULL RESPONSIBILITY OF THE CERTIFIED � � � � NO ,�JORK _.__. _. J = INTERNAL PRESSURE COEFFICIENT ±0.0(OPEN DECK STRUCTURE) ROOFING CONTRACTOR NOT THE GC \, _ I ( t ) z o 0 Z o I \\ I 42 CORAL STREET Z z o Q x o I I ( ZO= < N WOOD: \\\ I 0-< 8 o SOUTHERN YELLOW PINE,MC19,N0.2,UC4A PRESSURE TREATED I W , , _ FLOOR DECKING: 2x6 OR 5/4 PLANKING j z s FASTENERS: Z - MACHINE BOLTS ASTM A307 HOT DIPPED GALVANIZED I I i Z ry o p O r m o� I Qo� WOOD SCREWS STANDARD WOOD SCREWS EXTERIOR COATED I 'co <m a 3 LL LL S r NAILS COMMON HOT DIPPED GALVANIZED ^ , . U w HARDWARE: --� _ � _ � � - a - — _ � _ � — _ z u a Q AREA OF WORK PLAN N�� JOIST HANGER SIMPSON LU26(FL10655) ~ o=D 3 Z<w SCALE:3/32"=1'-0" 1 > ¢<> w J F- <QJZ Q m 2X6 RAIL CAP cl) o g ATTACH TO EA. o w cz z POST w/(3)16d ." . U J 2X4 ATTACH TO EA. a 2x6 OR 5/4 DECKING ATTACHED POST w/(2)#8x2-1/2' O w/(2)#10 DECK SCREWS AT EACH JOIST a w 2x6 LEDGER ATTACH Lu w/1/4"SCREWS AT 16"O.C. LLJ r r n r -i r n r n r n r r n r � 2X2 BALUSTER AT 5-1/2"O.C. z / (MAX 4"0 SPHERE) Z co ATTACH AT EA. W I END w/#8x2-1/2" w / � SCREWS a 2X6 JOISTS AT 16"O.C. W V 2X4 ATTACH TO EA. Q o J L J L JLLjL J L J L J L J L J L J L POST wl(2)#8x2-112" cf) .__ �-j < Z - Lu ZA W ~ y _ X w (2)1/2"0 THRU EX.4x4 PT POSTS 1 (2)112"0 (2)2X6 SIMPSON LU26 EA.END BOLTS TYP. TO REMAIN S-1 2x6 OR 5/4 DECKING ATTACHED EX.4x4 PT 0 Q THRU BOLTS TYP. RIM JOISTS POST TO REMAIN wl(2)#10 DECK SCREWS AT EACH JOIST LL „ .. W U 0 EAST DECK FRAMING PLAN Q o z REPLACE ROOFING MATCH EX.SLOPE - (2)1/2 0 HDG 0 W J o NORTH � SCALE: 1/2"=1'-0" � MIN.114"/FT ,r� THRU BOLTS m < 0 Lu a / FLASH AROUND W U W w / / / / / ! , i' / / //j �' ,�'/ POST W z LZIJ a 2x6 LEDGER ATTACH w/(2)1/4 SCREWS AT 16"O.C. INTO EX.FRAMING � Q 2x6 LEDGER ATTACH SECTION 0 EX.IST FLOOR SHINGLED ; ..... w/1/4"SCREWS AT 16"O.C. - 1 m __. S G SCALE 1 1/2 V-0" W _. �.._... ROOF TO 2x6 OR 514 DECKING ATTACHED N i - i - -- - REMAIN -{ - w/(2)#10 DECK SCREWS AT EACH JOTS 2X6 RAIL ATTACH TO EA POST w/(3)16d i 2X4 ATTACH TO EA. POST w/(2)#8x2-1/2 {i ........... ........ r n r r n r n r n r n r r r n n r -i r -1 r -i r n r �........ .. ..........i ... ........... .......... J ij ........ .......... 1'+/-HIGH z j........ / STUD FRAMED �\ f 0 KNEE WALL � r- w i ........... 2X2 BALUSTER % ; o AT 5-1/2"O.C. U) Yr, (MAX 4"0 SPHERE) DISIV� .ZEBOUNI;P E ATTACH AT EA. i- Sl`' KTURAL ENGINEEF END w/#8x2-1/2" y > , SCREWS v, U- 0it w ', 2x6 LEDGER ATTACH 2X4 ATTACH TO EA. Q_ 4x4 PT RAIL wl(2)114"SCREWS AT 16"O.C. .; 9 %- POST w/(2)#8x2 1/2" a- POST TYP. / /, INTO EX.FRAMING pg. e:`167, Z L /f SIMPSON LU26 �..T---�••.h:. 2 L4x4 PT RAIL 2x6 PT RIM JOIST 2x4x0'•6"TYP BEARING PLATES �j j 2x6 OR 514 DECKING ATTACHED s � S 1 POST TYP. END NAIL TO EA. ATTA.H TO EACH JOIST(2)2-1/2"#8 SCREWS w/(2)#10 DECK SCREWS AT EACH JOIST I 2 112 0 THRU JOIST wl(3)16d w ( ) ( ) PER JOIST ' PROJECT NO. ,l BOLTS o 17046 ISSUE DATE : - 07/20/17 NORTH D E C K FRAMING PLAN o !/ REPLACE ROOFING MATCH EX.SLOPE _ / REVISIONS MIN. 114"/FT z j:f N ' J+ 2x6 RIM BOARD = SCALE:1/2"=l'-O" _ / \ ATTACH TO EA. JOIST w/(3)16d DRAWN BY: THRU BOLTS (2)1/2"0 HDG JPG o CHECKED BY: "-' ATTACH JOISTS TO 6"LONG TYP.2x4 BEARING ' NGz BLOCKS (2)#8x2-1/2"SCREWS AT ANGLE o SECTION 2 SCALE: 1-1/2"=1'-0" S-1