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TYPICAL DECK FRAMING <br /> (2)PT 2x12 DECK JOISTS AT 16"O.C. <br /> 13 g 2p <br /> z <br /> W/RAIN-THRU DECKING <br /> S6 I oc,w <br /> i <br /> Lli <br /> 5 SIMPSON MBHU5.50 HGR 1 FS <br /> SS W/(2)SS N"or TITEN ANCHORS <br /> INTO CONC WALL � ® S6 � •o g� <br /> E - - - � �� <br /> y <br /> 5p, 16Y L8 OL <br /> a <br /> FS�om� <br /> S6 a c � <br /> aa�<� <br /> 2 0 > z <br /> z <br /> 10 w <br /> 14 m 3 <br /> S6 _3 w N <br /> �- <br /> -----------' ------ m°oo g <br /> I 1 N C ya N N <br /> �NJ aiLL <br /> 6 <br /> . I <br /> OR <br /> TYPICAL FLOOR FRAMING <br /> 11%"TJI-110 AT 16"O.C. <br /> 5 OR W/N"FLOOR SHEATHING <br /> S5 S6 <br /> OR <br /> S6 <br /> i <br /> ® . m FLOOR FRAMING NOTES: <br /> S6 a G I. ALL HEADERS TO BE 4x6 UNLESS NOTED OTHERWISE. <br /> 14 LSL BLK BEL W <br /> BRG WALL ABC VE _ 7 6+6 J0P 2 AND AREALL LVL ANDUSPSL BEAMS H FRAMED.ARE TO MATCH JOIST DEPTH U.N.O. F w-4 cfo� <br /> 4 10 S 3. PROVIDE A35 FROM BEAM TO PLATE AT ALL FLUSH <br /> BEAM BEARING LOCATIONS. <br /> 4 5 4. REFER TO DETAIL 20/S6 FOR TYPICAL HEADER FRAMING. APoc <br /> S5 S5 �. rtr AI.cN° �? <br /> sd <br /> SIMPSON HGR 5. STUD SPACING TO BE J i6"O.C. s GNAL 6 G <br /> LGUM48-SOS HATCH INDICATES <br /> ky. <br /> W/(6)%"0x4"PTEN HD ANCHORS BUILT-UP 6. REFER TO SHEET S4 FOR SHEARWALL REQUIREMENTS <br /> INTO CONC WALL 6 STAIR LANDING AND HOLDOWN LOCATIONS. <br /> AND(6)N" V2'SOS SCREWS 4 z <br /> EA SIDE OF BEAM 7. 31) INDICATES NUMBER OF 2x BRG STUDS. Q <br /> 8. PROADE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4X,6X AND J <br /> 5 I MULTI-STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. 0- <br /> 9, o INDICATED INTERIOR BRG WALL PER 5 OR 6/S6 (� w <br /> LLJf <br /> - ----- ----------- <br /> POST SCHEDULE o cn <br /> LL- <br /> MARKSIZE J (n Q <br /> OA DF#2 4x6 <br /> 1 O DF#2 6x6Ld V <br /> 55 S5 Q � <br /> r JLi <br /> V) <br /> ----------------------------------- _ <br /> lar------- ------------- ---------- r,..; ------ W fo W <br /> U) <br /> Q <br /> m <br /> BASEMENT LEVEL FRAMING PLAN <br /> cuENr: <br /> S3 SCALE 1/4"= 1'-0" ARCH. STUDIO <br /> DESIGNED BY: <br /> KW <br /> DRAWN BY: <br /> TF/JH <br /> CHECKED BY: <br /> JJ <br /> DATE: <br /> MARCH 16, 2018 <br /> SHEET NUMBER: <br /> CITY OF EVERETT C <br /> REVIEWED FOR PERMIT L J <br />