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2414 BAKER AVE 2021 Plans 2022-11-08
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2414 BAKER AVE 2021 Plans 2022-11-08
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Last modified
11/8/2022 2:33:55 PM
Creation date
4/25/2022 3:46:12 PM
Metadata
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Template:
Address Document
Street Name
BAKER AVE
Street Number
2414
Permit
B2105-052
Year
2021
Notes
ADD UNFINISHED BASEMENT AND MAKE SUNROOM LARGER
Address Document Type
Plans
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2 X ro CAP RAILING EASE <br />EDGE m 36' HT. UNQ <br />HANDRAIL SHALL BE PROVIDED <br />ON AT LEAST ONE SIDE OF EACH <br />CONTINUOUS RUN OP TREADS OR <br />FLIGHT W1 4 OR MORE RISERS <br />PER R311.6,ro IRC. <br />FACE OF STRUCTURE <br />2 X 2'� a F;," o.c. <br />4 X 4 POSTS a roFY" o.c. MAX <br />I X 4 EA. SIDE <br />TOP 4 B TM. <br />2 X ro P.Y. DECKING (UNQ) <br />BLK'G. <br />2 X P.Y. LEDGER W1 <br />SIMPSON JST HANGERS, <br />NAIL HGR'S trod NAILS <br />THRU LEDGER <br />EXTEfRlL-*0)fR HANED) RAIL <br />3,-`=]'_0° F-Op, GUARD RAIL CONNECTION <br />SEE DETAIL ON 5bEET 2 <br />PT 2X LEDGER BEAM <br />m <br />PT DECK JSY OR RAFTER <br />W/ JSY NG RS PER PLAN <br />1/2" x 4 1/2' MIN SDS2.r:;, LAG SCREWS -, PROVIDE 4-16d GALV NAILS <br />W1 FLAT WASHERS o I(o' Q.C, <br />'0 HIGH 8 LOW LOCATIONS <br />ALTERNATE HIGH 4 LOW LOCATION <br />THRU RIM JSi OR STUDS <br />THRU RIM J0I5T CAR STUDS <br />LEDGER <br />EDIIIETAIL <br />5/6" TYPE 'X' GWB o— <br />UNDERSIDE OR STAIRS <br />(3) 2 X 12 STRINGERS — <br />RAILING WHERE OCCUR <br />SPACED S® THAT A 4' <br />SPHERE CANNOT PASS <br />THRU <br />1 1/2" O.D. METAL PIPE <br />1 1/2 ° HANDRAIL AT STAIRS <br />AND RAMPS. EXTEND <br />HANDRAIL 12' BEYOND <br />TOP RISER 4 BOTTOM <br />/LANDING AND AS REQ'D <br />BY ADA. RETURN ENDS <br />p [TYPICAL, <br />1/4' X S" DIA. PLAYS <br />WITH HOLES FOR <br />ANCHORS EVENLY �'�®" A5OVE <br />SPAQ® AROUND /�� STAIR NOSING <br />L1/2' DIA. METAL BAR <br />HANDRAIL SUPPORT <br />(3) 3/5, DIA. EXP. P <br />ANCHORS AT CONC. <br />USE 3/5" DIA SHEET FACE OF WALL <br />METAL SCREWS INTO OR P05T <br />SOLID BLKG. AT <br />METAL STUD FRMG. NOTE. <br />3/5" LAG BOLTS AT <br />WOOD FRAMING ALL HANDRAIL$ MUST <br />RETURN YQ WALL OR <br />TERMINATE IN NEWEL POST$ <br />OR SAFETY TERMINALS. <br />N,�NCii2All_ DETAL <br />NTS <br />11 <br />2 X 4 KICKER <br />TREADS s I0" MIN. <br />DOWNSPOUT C FLEXIBLE CAR <br />RIGID PIPE) CONNECT TO <br />BLD'G, ROOF DRAIN — <br />$LOPE FINISH GRADE <br />AWAY PROM FOUNDATION <br />29. MIN, (1/4' : 12") <br />4" RIGID, NON -PERFORATED <br />DRAIN PIPE - D® NOT CONNECT <br />WITH FTG. DRAIN LEADER �- <br />SILT BARRIER ( BLD'G. <br />PAPER, FILTER FABRIC OR <br />POL'YETWELENE FILM) <br />WASHED ROCK (MIN. 3/4' DIM.) <br />W1 MIN. 12" COVER �90 TOP <br />SIDES AND BTM. <br />MIN. 4" RIND, PERFORATED, <br />C®RRIGATED DRAIN PIPE <br />1-1/2' 0 2" CONTINUOUS <br />HANDRAIL a 34"-30" <br />RETURN ENDS TO WALL <br />2' TREAD g< <br />TYPICAL � <br />FINISHED FLOOR �r <br />2 X LANDING <br />JST 0 I(o" v.c. <br />(UN®) <br />— DOUBLE JOIST (UNO) <br />FIRESYQP a MID RUN <br />S <br />OF STRINGER AND <br />c� <br />BETWEEN STUDS <br />� <br />2x4 STUD WALL AT <br />� <br />MID SPAN OF STRINGER <br />� <br />LOCATE AS REQ'D <br />I <br />1/2°=1'v0" <br />El <br />NOTES <br />CONMRM WITH BLD'Ga <br />OFFICIAL ANY SPECIAL <br />REQUIREMENTS FOR <br />WATER RUNOFF AND <br />STORM SEWER NOOK -UP <br />4 <br />®_ <br />�DNL raRAlN DETAIL. <br />
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