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GENERAL SPECIFICATIONS. - <br />CONNECTORS OF <br />SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS <br />JOISTS FRAMING FROM <br />OPPOSITE <br />i <br />BEARING <br />SUPPORT <br />MINIMUM <br />INCHES AND SHALL BE NAILED TOGETHER NTH <br />BLOCKINGA MINIMUM THREE 10d FACE <br />SOLD <br />PROVIDED AS LATERAL <br />JOISTSRESTRAINT AT EACH INTERMEDIATE SUPPORT. <br />TOE NAIL BILMING TO BEAM w/ <br />STD. 36' Xi WALL <br />OPT. OPEN RAIL <br />SPACE PICKETS <br />SO SPHERE <br />LT <br />s <br />MAYPASS <br />WIDTH OF LANDINGS SHALL <br />NOT BE LESS THAN THE <br />STAIRWAY SERVED. LENGTH <br />SHALL BE 36' MINIMUM IN <br />-ff-- Tj <br />THE DIRECTION OF TRAVEL. <br />FACE NAILP.W. TO DIAL. <br />,ISTS. & A TO STRINGER <br />`\ <br />\ <br />L-- <br />w/ 2x BLKG. <br />FIREGLOCK ADJACENT <br />\ L---� <br />I <br />6' SPHERE MAY NOT <br />PER IRC R602.6 <br />_ _ _ <br />PASS THRU TRIANGLE <br />1f - 2"0 CONTIN, FULL <br />-� <br />LENGTH HANDRAIL WITH <br />\ \ <br />Ir PAIN. SPACE TO WALL. <br />\` \\ <br />RETURN ENDS TO WALL <br />OR TERMINATE AT POST. <br />\\\ <br />HANDRAIL TO SUPPORT 200 <br />N. <br />LP. LOAD APPLIED ILL ANY <br />ft <br />- <br />DIRECTO. <br />FACE NAIL P.W. TO <br />DBL. JOISTS. A35 TO <br />STRINGER. 2x BLKG. <br />2x TREADS & Ix RISERS <br />BEHIND. <br />s <br />'o/c MAX STAIR WALLS & SOFFITS w/ <br />MINIMUM <br />1 c < <br />OISTS <br />. ER F LAN <br />t . ,i <br />METAL CONNECTOR <br />0 BEAM & <br />COLUMN.IPER <br />FOUNDATION PLAN. <br />TYPICAL 1 <br />EA.. <br />COLUMN BASE UP s OR <br />S TREATED <br />USE PRESSURE <br />FOOTINGCONCRETE <br />90ROOFING <br />PER FOUNDATION PLAN <br />COLUMN -FOOTING ANCHOR <br />INTERIORGRADE <br />w/ BOR 'I; <br />INT. BEARING <br />I♦ <br />STAIR DETAIL SCALE- f - - <br />PROVIDE NO. 4 VERTICAL <br />6' BARS AT A SPACING NOT <br />AIN. EXCEEDING 0INCHES. <br />`IRC R404.1.4.2 <br />PREAB. <br />ENGINEEREDROOF <br />TRUSSES 0 <br />ROOFING <br />WIND BAFFLE W/ 1" MIN. AIR SPACE <br />l 12 SIMPSON H2.5A OR H1 EACH <br />TRUSS TO TOP PLATES <br />-- - SEE <br />PLAN 2x SCREENED VENT BLOCK <br />R-49 INSULATION n 6d GALV. 0 6° O.C. <br />{DIAPH. TO TOP PLS.) <br />' GWO OR SAC <br />RESISTANT ' GWB <br />2-2x6 TOP PLATES PER <br />LAP SPLICES 4S" TYPICAL FASCIA <br />HEADER PER PLAN. USE 2' <br />FOAM BOARD / 4x HEADER <br />p G.W.B. SIDING PER P VATION 0/ <br />R-21 INSU - TEE 15 FET T OR <br />WATERPROOF BUILDING PAPER <br />2x6 STUDS 0 16' O.C. a <br />APA T&C 0S8 OR PLYPLYWD. GO 2x6 BASE d <br />T W/ EXT. GLUE NAIL W/ TO JST & 2 � EA STUD <br />v <br />is r 1. I�� � JOIST � G <br />r � . ` MJOIST <br />EX <br />2-26 TOP PLATES <br />LAP SPLICES 48' <br />HEADER PER PLAN. <br />USE 2' FOAM BOARD -1 <br />/ 4x HEADER <br />T-1-11 PLYWID OR " COX <br />G.W.B. <br />PLYWOOD SHTG OR * O.S.B. <br />NAIL Sd 6 O.C. EDGE, It <br />R-21 INSUL. <br />O.C. FIELD OR PER ENGINEER'S <br />S.W. SCHEDULE. <br />2x6 STUDS 0 16" O.C, <br />2x6 BASE PL. W/ 16d 0 16' Q.C. <br />TO JST & 2-16d EA STUD <br />' APA T G OSO OR PLYWD. CD <br />2x RIM JOIST W1 3-16d <br />INT. W1 EXT. GLUE. NAIL / <br />EACH JOIST <br />10d 0 e D.C. EDGES & SOLID <br />2x6 PRESS. TRTD. SILL PLATE W/ <br />BLKG. & 0 10' O.C. IN FIELD <br />'0 A.B. 0 48' O.C. OR PER PLAN <br />--& <br />BTWN. 4Y & 12' OF SILT. ENDS. <br />SDLID B� ° FLOOR JSTS PER PLAN <br />EMBM 7' MINIMUM. INSTAL. 3x3xi <br />0 SUPPORTS <br />PLATE WASHERS. <br />1S <br />R-38 DENSE BATT INSUL <br />PAIN. CLEARANCE <br />FINISHED GRADE SLOPED FOR <br />12" MIN UNDER BEAMS STEM 'WALL & FIG. <br />R-34 INSULATION PER PLAIN CONCRETE <br />6' PAIN, FALL WITHIN 10' OR <br />ui' PROVIDE SViALE OR DRAIN. <br />- � ��_� � <br />INSUL. PLUMBING & MECH. FOUNDATION DETAIL <br />- ml <br />ROOF DRAIN 4' TIGHTLINE <br />INT. GRADE 6 PAIL BLACK POLY BARRIER. 4" <br />_ <br />S' 4" ARATE FROM FTC, DRAIN <br />LAP EDGES 12" MINIMUM <br />1'm3" 4'6 PERF PIPE IN WASHED <br />GRAVEL. CONNECT TO <br />TWO T <br />TI APPROVED DISCHARGE <br />WHERE APPLICABLE <br />SCALE. "=V-0" <br />REBAR <br />I a GRADE <br />4 BAR W/ <br />12d MINIMUM p ' I ' 4"0 ROOF >� <br />HORIZONTAL I 3" ¢AWN DRAINS � <br />EXTENSION 4"O PERT. 0 TYP> 2x6 MALL <br />STD. HOOK I FIG. DRAIN - 43/4' APA T G OSB OR PL <br />IN GRAVEL CD INT. W/ EXT. GLUE. NAIL W'% <br />�) R405.1 10d 0 S° O.C. EDGES & SOLID <br />2" <br />BLOCKING & ® 10' O.C. IN FIELD <br />PAIN. III- < co SOLID BLOCKING <br />Ali <br />SEISMIC ZONE 'D' SCALE. ' = i'-O' <br />2-2x6 TOP PLATES __,/ <br />LAP SPLICES 49' PER <br />Di AM <br />APPLICABLE <br />Ld <br />MC) <br />co <br />rn <br /><I- <br />CA <br />cog Ld <br />b-0w <br />i <br />4 <br />f <br />