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V <br />SOLE PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />34' i/G PW SHEATHING- <br />,..— <br />EDGE NAILING - SEE GENERAL NOTES <br />2X NOISES <br />2x RIM <br />TREATED SILL PLATE W/ <br />e' , AB. 4 1/4'x3'x3' GALV. WASHERS. <br />SEE SHEAR WALL SCHEDULE <br />"4 TOP <br />EACH WAY <br />4' TIGHT LINE <br />= <br />4' PEFB. GRAN <br />COVER W/ FILTER <br />FABRIC <br />5' <br />(2) "4 CONE. W/ CORNER BARS <br />SECTION <br />314' T* PW SHEATHING - <br />NAIL W/ Sd + b' O.C. EDGES <br />SOLE PLATE NAILING PER SHEAR <br />AND Sd + 10' O.C. FIELD <br />WALL SCHEDULE <br />EDGE NAILING - SEE GENERAL NOTES <br />SAWNI JOISTS <br />"RIM BOARD <br />® 16, O.C. � <br />GARAGE SLAB ON GRADE <br />EAC14 WAY <br />SECTION <br />TREATED SILL PLATE W/ <br />1 . A.B. 1 1/4'x3'x3' GALV. WASHERS. <br />SLAB ON GRADE - REINF, SEE SHEAR WALL SCHEDULE <br />PER PLAN <br />EDGE NAILING - SEE GENERAL NOTES <br />"4 TOP 9 <br />4' TIGHT LINE <br />"4 + 16' O.C. = 4' PEfS. DRAIN <br />EACH WAY _ COVEFABPoG'�FlLTER <br />S' I f-- (2) "4 CONT. W/ CORNER BARS <br />SECTION <br />N <br />D <br />' = 1'-0' <br />CORNER OR EDGE <br />CONE. DOUBLE STUDS <br />W <br />DOOR OR WINDOW SHEAR WALL <br />+ SHEARWALL EDGES. <br />NAIL STUDS TOGETHER <br />SHEAR WALL <br />10d + 12' O.C. <br />SHEATHING <br />PANEL EDGE <br />SHEARWALL SHEATHING CONT. <br />DOUBLE <br />SPACING <br />FROM TOP PLATE OF WALL <br />STUDS <br />TO SILL PLATE <br />POO HOLD DOWN <br />FLOOR <br />W/ SIMI-SON PA5I-36 <br />SHEATHING <br />SOLE PLATE NAILING <br />— T I — — <br />PANEL EDGE NAILING. <br />RIM JOIST <br />ALSO NAIL TO TOP <br />1X SOLID BILK <br />PLATES SAME AS EDGE <br />BELOW POLDOIN <br />OF SHEARWALL NAILING <br />PANEL EDGE NAILING <br />PANE EDGE - <br />ON SILL PLATE <br />NAIL IPACING - <br />SIMPSON 1-45I-36 <br />TREATED <br />SILL PLATES <br />V. 'J' BOLT <br />W/'a'x 3'x3' WASHERS <br />AT EACH A. B. <br />-v <br />DETAIL - SIl" <br />IPSON "NDOV SILL PLATE <br />%' TAG PW SHEATHING- <br />SOLE PLATE NAILW PER SHEAR <br />WALL SCHEDULE <br />EDGE NAILING - SEE GENERAL NOTES <br />2X BEARING WALL <br />PER PLAN <br />34' T4G PW SHEATHING- <br />2X JOISTS <br />SOLE PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />EDGE NAILING - SEE GENERAL NOTES <br />2X RIM BOARD <br />+ Ib' O.C. <br />2X BLOCKING <br />AT BEARING WALL ONLY <br />AB. 4 1/4'x3'x3' GALV. WASHERS. <br />TREATED SILL PLATE W/ <br />"4 TOP <br />SEE SHEAR WALL SCHEDULE4XIO <br />2X6 X 14' EACH SIDE W/ <br />(5) Ibd GALV. N BEAM 1 <br />Z-416' <br />TREATED <br />(5) Ibd GALV. IN POST <br />4X4 AT CONT. SPAN BM. <br />4' TIGHT LINE <br />4X6 AT BM. SPLICE <br />ANGLE EACH SIDE - SIMPSON A33 W/ <br />(4)10d IN IF <br />(2) "4 EA WAY <br />I (4) SIMPSON PDP-150 POWDER ACTUATED FASTENERS <br />0 <br />-j IN CONCRETE USING SIMPSON PTP-21 <br />= 4' PE(F. DRAIN <br />Z. COVER W/FILTER <br />FABRIC <br />5' <br />M <br />(2) "4 CONT. W/ CORNER BARS <br />34' T40 PW SHEATHNG- <br />SAM JOISTS <br />+ 16' O.C.- <br />2 SECTION <br />SOLE PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />34' TW PW SHEATHING- EDGE NAILING - <br />EDGE NAILING - SEE GENERAL NOTES SEE SHEAR WALL <br />SAWN JOISTS 5CHEDULE - 51 <br />2X RIM BOARD + 16' O.C. <br />SIMPSON LTP4 <br />GARAGE SLAB ON GRADE <br />SLOGGING 2X4 BLKG + (21 PER BLOCKING <br />T. (3)16d INTO 13LKG PIPE PARALLEL <br />TO WALL. <br />2Xb BLKG. - ATTACH TO JST. <br />TREATED SILL PLATE W/ • "4 TOP `D L WEB W/ 4-10d <br />%, . AB. 4 1/4' GALv. WASHERST/I6' OSB SOFFIT <br />L SEE SHEAR WALL SCHEDULE 4' TIGHT LINE NAIL W/ Sd + b' O.C. <br />EDGES 1 12. O.C. FIELD <br />+ - P F'EIDRAM <br />LOVER YY FILTER <br />FABRIC <br />4 + 16' O.C. <br />EACH WAY (2) "4 CONT. W/ CORNER BARS <br />SECTION <br />c <br />6 SECTION <br />' = 1'-0' <br />40 DIA. (20' MIN) <br />TYP <br />BARS. ALL CORNER <br />40 BAR DIA LAP <br />TYP 20' MIN. -1 <br />AC ALT. BARS <br />aMwry NOTES: <br />I. VERT. REINF SHOWN IS <br />ADVL. IF NORMAL WALL REINIF <br />15 NOT IN PROPER LOCATION <br />6 MIN 2. CORNER BARS ARE SAME <br />SIZE AND SPACING AS <br />HORIZ REINF. <br />(2).4 <br />2)4 10' AND ABOVE. 3. WALL DETAILS 5HOUR <br />I' CLR FOOTING DETAILS SIM. <br />4. WALLS THICKER THAN S' <br />TO HAVE DOUBLE MAT. <br />OF REINF. 4 S' AND <br />TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WASMALLER USE SINGLELLS MAT. <br />iSECTION <br />10 I' • I., <br />CORNER ORWI EDGE W CONE. DOUBLE EDGES. <br />SHEAR WALL <br />DOOR OR WINDOW SHEAR WALL + IL STUDS T EDGES. SHEATHING <br />NAIL STUDS TOGETHER <br />10d a I2' O.C. <br />PANEL EDGE SHEARUALL SHEATHING CONT. DOUBLE <br />NAIL SPACING FROM TOP PLATE OF WALL STUDS <br />TO SILL PLATE <br />HDO HOLD DOWN TREATED <br />W/ SIMPSON PA5I-36 SILL PLATES <br />PLATES SAME AS EDGE <br />OF SHEARWALL NAILING <br />%'. 'J' BOLT SLAB ON <br />W/ 1/4'x 3'x3' WASHERS GRADE <br />AT EACH A B. <br />(TYP.) <br />"SIMPSON PA5I-36 <br />DETAIL - SIMPSON "I4DQS" SILL PLATE <br />I V.I I'•I'-0' <br />SECTION <br />SOLE PLATENAILING - <br />SEE SHEAR WALL <br />SCHEDULE - SI � <br />II SECTION <br />= I'-0' <br />BOTTOM OF FOOTING <br />BEYOND. <br />SECTION <br />1' = 1'-0. <br />PIPE SLEEVE <br />NO PPE THROUGH <br />FOOTINGS PERMITTED <br />IIII m <br />b'CONCRETE ALL <br />SIDES OF PIPE. <br />- NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING <br />AS REQUIRED. <br />t THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR <br />EXCAVATION. <br />2. FOR PIPES GREATER THAN V-0' BELOW FOOTING, BAGCFILL <br />TRENCH WITH STRUCTURAL BAOKFILL. <br />TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS <br />8 SECTION <br />SHEAR WALL PER PLAN <br />34' T"G PW SHEATHING- —� <br />JOISTS <br />+ 16' O.C. <br />(2) 2X6 MIN BELOW <br />SHEAR WALL EDGES <br />(BELOW HOLDOWINS) <br />4+W O.C. <br />EACH WAY <br />EXTEND STEM WALL <br />6' PAST END <br />OF SHEAR WALL <br />EXTEND FOOTING <br />PAST END <br />OF SHEAR WALL <br />GSECTION <br />) I. = I' <br />-C. <br />BOLTED 14OLDOUN PER PLAN <br />— SOLE PLATE NAILING W/ <br />Ibd + 6' O.C. <br />—EDGE NAILING - SEE GENERAL NOTES <br />------ 4X SOLID BLOCKING <br />— SIMP5ON LTP4 <br />51-ACE + 16, O.C. <br />TREATED SILL PLATE W/ <br />Y . AB. 1 1/4'X3'X3' GALV. WASHERS. <br />SEE SHEAR WALL SCHEDULE <br />4 TOP <br />ALL -THREADS AT <br />HOLDOUNS - SEE <br />m DETAIL M.I <br />S2 <br />(2) 4 CONT. W/ CORNER BARS <br />ME <br />m13 <br />Q <br />a <br />oz <br />S <br />C <br />�16 <br />� <br />Project # : <br />12318 <br />Sheet <br />CITY E S 2 <br />REVIEWEDED FOROR PERMIT <br />