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CME%dn 0 <br />t -i <br />15'-ID° <br />2xI0 P.T. DECK <br />JSTS 0 16 O.C. <br />6x12 P.T. 6x12 P.T. I <br />L��` <br />z <br />ill Q <br />EXISTING RESIDENCE <br />2xlO P.T. LEDGER W/ (2) /2" <br />THRU- BOLT5 0 12" O.G. <br />36"HIGH RAILING. <br />PER IRG. _ <br />EXISTING RESIDENCE {I <br />h I� <br />P.T. BEAM P.T. BEAM <br />l� <br />� P.T. POST �EXISTING <br />eGENERAL OTES <br />�-P-T. P05TRIGHT/LEFT ELEVATION, REAR ELEVATION, <br />2020 RECTOR <br />RESIDENCI;� <br />RESIDENTIAL DESIGN, LLC SCALE: 1/ '® V® ' 2020 RECTOR RESIDENTIAL I , LL 1/ '= 1a <br />DECK FLOOR FLAN <br />WINDOW WELL NOTES @ 2020 RECTOR RESIDENTIALDESIGN, LLC SCALEm 11 1 <br />EMERGENCY ESCAPE OR <br />Y: <br />RESCUE OPENING WITH � ll PROVIDE EXTERIOR GLAZED OPENINGS FOR ONE TENTH <br />FINISHED SILL HEIGHT J OF THE FLOOR AREA WITH A MINIMUM 0% FOR I. 2x6 STUD WALL PER PLAN <br />EGRESS NATURAL LIGHT FOR NAB ITABLE ROOMS. I.R-C. R303.1 <br />BELOW ADJACENT III- 2, 2x P.T. LEDGER TO MATCH <br />GROUND ELEVATION - III -I 2) PROVIDE AT LEAST ONE WINDOW OR EXTERIOR DOOR (I) <br />� I I _ III- DECK JOIST W/ 2 ROWS OF /4'x4 <br />36 =III -III- APPROVED FOR EMERGENCY ESCAPE OR RESCUE FROM (i) (S) LAG SCREWS STAGGERED 0 9" <br />4" MIN. II II li <br />-III BASEMENTS AND FROM EVERY ROOM USED FOR SLEEPING O.G. IN EACH ROW <br />- I III III PERMANENTLY Ill 111=1 III III III III III II IIIII I; PURPOSES_ WINDOWS TO BE 20" MINIMUM WIDTH, DTT2Z AT EACH AND OF (2) (3) Ill (1) <br />III III -III AFFIXED LADDER =III III -III -III IIIi -ill-111 1i' 2�" MINIMUM NIGHT, 5.i SQ. FT. MINIMUM OPNfNG AREA, DECK J5T5 3. 2x P.T. DECKING W/ (2)gl�d () <br />III III -III L ,III1 1111= <br />III -III -III OR STAIR REQUIRED - �_ AND 44" MAXIMUM SILL HEIGHT ABOVE THE FINISHED FLOOR. NAILS OR DEGK SCREWS PER <br />�IIIIIIIIIIIIIIIII FOR VERTICAL <br />LADDER OR STEPS JOIST <br />DEPTH GREATER 3) THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT 1, BEAM PER PLAN <br />111111111111111 PERMITTED TO <br />III -III II x THAN 44" PER IRC LE56 THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION - 4 2x P.T.EG JOIST 16" C.C. <br />III11I = _ < ENCROACH A MAXIMUMK 2. WOOD POST OR COLUMN PER <br />31ID.2.3.1 AND WIDTH OF NOT LESS THAN 36". THE AREA OF THE WINDOW 2 <br />II -III III=III III -III- PER PLAN <br />III=III-III=III III -III - OF ( INTO REQUIRED PLAN <br />'-III III -III III -III- - � DIMENSIONS WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE (a) (4) - . <br />II -III III -III III -III � OPENING TO BE FULLY OPENED, (() 5. SIMPSON LUS HANGER TO - <br />rn <br />3. SIMPSON AC& P05T GAP UN.O. <br />IF III III III III 11 12'-0" MAX JOIST. SPAN LEDGER =III III -III III -III (3) 4, SIMPSON ACE(o P05T CAP <br />III-Iil n-i 1E <br />=-III-II 6.50LID V4 RIM BOARD MINUMUM <br />=1II-III- 1�Lj <br />INSTALLED IN PAIRS <br />f' � I I' I (2J (2) <br />LINIDOL WELL [)LTAILS i. FLOOR JOISTS PER PLAN <br />S. BEAM SPLICE A5 OCCURS <br />5_ Z FLASHING <br />LIL �W LOLL DLTAIL5 D C< LLFDGLR LET ENT) RIM 5CARI [LC< LEDGER AT RIM E30AR )�C LCO= N.T.S_ LNS. SCALE- N.T.S. SC: N.T.5. <br />(2) <br />(ULU <br />4x4 P.T. P05T 6, MAX. 1. 6X6 P.T. WOOD POST <br />1. 4x4 P.T POST <br />(TYP.) (2) These plans are copyrighted in <br />2x6 P.T. TOP (3) 2. 2X P.T. DECKING SECURED TO (U 2. DECK JOISTS accordance with federal <br />RAIL 2x P.T. SUB 2x P.T. TOP RAIL 2x2 PICKETS SPACED EACH J015T W1 2-16d NAILS OR statutes. Payment of use fee is <br />RAIL SUCH THAT A 4`m DECK SCREWS (3 3. DTT2Z DECK TENSION TIE due Rector Residential Design, <br />2x4 P.T. SUB SPHERE CANNOT PA55 (4) LLC. prior to construction for <br />RAIL 3, 2X P.T. BLOCKING SECURED TO 1. 6X6 TREATED POST 4. 2x P.T. BLOCKING each structure built from these <br />BEAM W/ 8d TOE NAILS 0 6" O_C_ C2J plans. Reproduction by any <br />z 2x4 RAIL RUNNERS (3) 2. CBSQ66-SD52 SIMPSON BASE method of all, part or variations <br />NOMINAL 2x2 FASTENED TO GUARD -4, 2X P.T. DECK JOISTS PER PLAN thereof without written permission <br />BALUSTER POST W/ (2) 66 NAILS <br />� � 3. 24"x24"xl2" SQUARE CONCRETE from Rector Residential Design, <br />OR (2) #g WOOD (4) 5. 2X RIM BOARD W/ (2) 8d NAILS i\//\//\//\ \//\//\//\//� LLC, is ex ressl prohibited- <br />(4) \/\/\/\ \/\/ (4) PIER PAD PER PLAN p a p <br />2x4 P.T. (6) PER JOIST ;�\/\\/ � � \\\\//\ \� These drawings and all prints <br />BOTTOM (5) \ \\ \\ \\ \\ \\ \\ 4. OPTIONAL = PER PLAN W/ (3) therefrom remain the property of <br />RAIL 6, BEAM PER PLAN /�\�//\\\//�\�// \\X/\\�\�/��� #4 EACH WAY Rector Residential Design, LLG. <br />21r2" - S" O ATTACH PICKETS TO <br />RAIL RUNNER5 W/ (1) #8 \\j/\\j/\\j/\//\//\//\//\ <br />2° MIN. <br />2" MI1J. TOP WOOD SCREW OR (2) (l) j REVISIONS <br />2x P.T. BOTTOM RAIL Sd NAILS <br />(2) 1/2 % THRU BOLTS BOTTOM - t m <br />4 WASHERS INTDATE REV. <br />LLEVATIOL RAIL ��IL T 1T DEGK Ll»D CON CFLTL FILR FAD AT COLU�L5 ON <br />AILINL. 111T_TI_111T L11111�l <br />T.S. <br />ALL FOOTINGS SHALL BEAR ON SOLID GROUND AND SHALL BE PLACED AT LEAST <br />12 INCHES BELOW THE UNDISTURBED GROUND SURFACE OR BELOW THE FROST LINE, <br />WHICHEVER 15 DEEPER. CONTACT THE AUTHORITY HAVING JURISDICTION TO <br />DETERMINE THE SPECIFIED FR05T LINE. <br />DIRSIGNER:0 <br />DRAPMR., 0 <br />12" O.C. 5/21/20 <br />5" MAX- 2" MIN. PROJECT NO: 20-1i <br />MIN, FOR 2XIO <br />® ® 5 5" MIN. FOR 2x8 SEIEET NO: <br />® ® ® 15" MIN. FOR 2x12 <br />�-4" MIN. <br />2" MIN. LEDGER y" DIA. LAG SCREW OR <br />THRU-BOLT WITH WASHER <br />LEIDGER FASTENER SFACINGT <br />SCALE. N.T.S. <br />