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ADJUST STUD FRAMING- Ci <br /> AS REQUIRED 4 <br /> (2)2x STUD-NAIL SHEATHING <br /> (2)2x STUD-NAIL SHEATHING � <br /> ' _ TOP REINF.PER TO EACH MEMBER w/HALF OF TO EACH MEMBER w/HALF OF <br /> ------ PLAN SHEATHING <br /> HEATHIN (NAILS SHEATHINi(NAILS W N S <br /> z <br /> 11 1 I CONT.TOP PLATE PER 18/SO6 7 <br /> STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN I( <br /> MUDSILL PER PLAN G APPLIED OVER SHEATHING APPLIED OVER SHEATHING a-„A s 1 <br /> I �S <br /> W <br /> ----- - a d •• ANCHOR BOLTS PER 1/SO6 _ rANCHOR BOLTS PER 1/SO6 UO w I^ <br /> -__— _- 11 n1 n Q °adl LL = WS <br /> 7 <br /> /�°�-' 'NO NAILS " STEM WALL PER .: STEM WALL PER Q <br /> ---- m / <br /> r ;; FOUNDATION PLAN <br /> I Y - BOTTOM 2 -, `FOUNDATION PLAN <br /> x1 PANEL EDGE HOLES' <br /> 1 <br /> NAILING <br /> r <br /> 24 <br /> 24 <br /> �@ VENT OPENING. �2n RIM BOARD d I <br /> PER PLAN 2�„ <br /> LOCATE VENTS BETWEEN- I <br /> JOISTS 8 1'-0"MIN.FROM _.- ADD'L VERT.REINF. NAILING i <br /> _ HOLDOWNS 8 POINT LOADS -��� - / FULL HEIGHT Y2 x 1 <br /> PANEL EDGE <br /> f „ a _G. Q. / r/ ° (HALF EA.STUD) ___1 <br /> 2 <br /> --__>`\ _...__ -_-- f •/ _.__.__.._..___ HEADER PER PLAN Ys' <br /> j <br /> FOOTINGS AN U STEM-y (EXTEND TO CORNER) WU° <br /> WALLS PER PLAN ENO <br /> 20 19 PER PLAN 17 16 z <br /> I <br /> ((2)2x MIN.) _ (2)2x <br /> ye- <br /> ADD'L STUD z 2 <br /> -0"MIN. D a - (2)2x STUD-NAIL SHEATHING W <br /> --- ° °° C TO EACH MEMBER w/HALF OF <br /> ' HOLD DOWN PER PLAN m <br /> SHEATHING NAILS <br /> (APPLY OVER SHEATHING) a <br /> H <br /> POST PER PLAN ANCHOR BOLTS PER 1/SO6 STRAP HOLD DOWN PER PLAN <br /> \ PER PLAN 2z STUD WALL PER PLAN APPLIED OVER SHEATHING <br /> '1}WIxG�� r 5666 <br /> P.T.2x6 MUDSILL (2)2x6 PT MUDSILL SOLID BLOCKING <br /> SLAB-ON-GRADE POST BASE PEF.PLAN W/ ( <br /> u SLAB-ON-GRADE u"0 ALL-THREAD WI PLATE <br /> PER PLAN , ALL.TIIRL-AD(SIZE PER MFR)AND • <br /> 211"SIMPSON SET EPDXY EMBED 1.° 1 PER PLAN WASHERS PER I/S06 AND 2z" 12' <br /> _- (NO SPECIAL INSPECTION REQ'D) 6'STEMWALL UNO #4 @ 16"oc, SIMPSON SET EPDXY EMBED ;': <br /> crI HDRIZ (NO SPECIAL INSPECTION REQ'D) <br /> - <br /> Jo_ ORMAL FOOTING ----- a � <br /> REINFORCING � I <br /> 11S"TYP. _ r <br /> 'ADDL BARS TO <br /> rr 44 @ 16 oc,VERT <br /> MATCH NORMAL FOOTING PER 11S07 (HOOK AROUND <br /> -- REINFORCING FTG.REINF.) <br /> .flII1STEM WALL PER M WA 1- <br /> �. I <br /> "-STEM 4 <br /> WALL AND FOOTING 1NE OF EXCAVATION - - FOUNDATION PLAN �� Q <br /> ' STEM WALL AND FOOTING -'- - 7 /\ <br /> PER 1IS07 PER 1/SO7 ANCHOR BOLTS PER 1.06 W <br /> STEP IN FOOTING O W <br /> 15 14 13 12 11 Z <br /> co <br /> SHEATHING PER VS06 Q <br /> SHEATHING PER 1/506 DIAPHRAGM BOUNDARY W <br /> DIAPHRAGM BOUNDARY NAILING PROVIDE SQUASH BLMG <br /> NAILING 2.STUD WALL PER PLAN <br /> 2X STUD WALL PER PLAN UNDER POSTS AND BUILT UP PROVIDE SQUASH BLK'G <br /> P7 2x6 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE UNDER POSTS AND BUILT UP 12tl @ 6"oc <br /> MATCH STEMWALL WIDTH W/ ABOVE) <br /> A.B.'S AND PLATE WASHERS FACENAIL PER tIS06 STUDS ABOVE(MATCH SIZE <br /> PER tIS06 ABOVE) <br /> MLIUJILI_i'_ SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN NAILS @ 4"oc SHEATHING PER PLAN <br /> - - W <br /> I1 j SPLICE SHEATHING Of <br /> PANEL EDGE NAILING j <br /> ' I I <br /> - J W <br /> ° JOISTS PER PLAN SHEAR WALL EDGE NAILING ILL.JOLTS`Lk PLAN JOISTS PER PLAN UNBALANCED FILL I� JOISTS PER PLAN O <br /> J <br /> J9210A HANGERS 2x BLOCKING @ 48"oc .I } <br /> (NOT REQUIRED IF <br /> STEM WALL&FOOTING UNBALANCED FILL<V-W) 2x RIM BOARD <br /> (2)LAYERS BUILDING PAPER PER 1/SO7 \ <br /> BETWEEN JOISTS&STEM WALL -- UNBALANCED STEM WALL AND FOOTING w Z <br /> FILL PER VS07 O <br /> - Q U <br /> SEE 81UT SEE 6/SO7 <br /> FOR CALL GUYS FOR CALL-OUTS <br /> 10 IN COMMON 9 O IN COMMON 0 <br /> _ o � I <br /> 2x BLUCKING;/_v AL i Jo:.l BEARING WALL 2.6 P.T.PLATE W/ <br /> SPACES(EA.SPACE WHERE (WHERE OCCURS) MUDSILL ANCHORS <br /> SEARING WAIJ ARV.IOCCIIR:;r PER 1/SB6 <br /> ` ALT.MUDSILL ANCHOR II <br /> 71 <br /> 2x STUD WALL PER PLAN SHEATHING PER 11SOfi <br /> I I <br /> ' -� 2x6 P.T.PLATE Q <br /> w/A.S.'s AND PLATJE <br /> WASHERS PER 1/S <br /> _ MUDSILL PER VS07 4-0"MAX m <br /> PLAN LI DETAIL DRIVEWAY PER ARCH'L PANEL EDGE NAIL ING 12' UNBALANCED <br /> BEAM PER PLAN SIZE REINFORCIIJ- <br /> CALLOUT REFERENCE POST PER PLAN TOP(LOCATE IFILL <br /> 1x4 1 {"..SIDE () 12"OF STEMWALL)M 1td EA. PERSLA ARCH'L 2 LAVERS BLDG PAPER BNJNMEMBER PER ARCH'L SLAB-ON-GRADE 78 18"sq x 12 Ihlck NO REINF POST AND CON`. PER PLAN 36"oc,VERT. L <br /> ���)�/ 24"s x 12(hick l2)BOITOMAY U.O N ON PLAN IHLTLA74� <br /> 9 - I � #4 @ 24"oc HORIZ <br /> 30 30"&q x 12"(hick l3)04 EA.WAY _ MIN.COLIC.NAILS TO FTi: cy','t 1 0 <br /> BOTTOM <br /> (1)FOOTING y (1)#4,BOTTOM <br /> -� <br /> 36 36"sq x 12"lh a (4)#4 EA WA 1 PER PLAN COMPACT STRUCTURAL > ' <br /> BOTTOM - REINF.PER FLAN m FILL <br /> 42 42"sq x 12"thick (5)#4 EA.WAY --- - REINF.PER 1/S07 <br /> BOTTOM ll - I _ STEM WALL AND FOOLING <br /> - 1t 1_g• PER 1/S07 4Y2' 6"- 4Y2"TYP. <br /> 1' 1 (It - 1 3 �O� <br /> 5 4 3 2 1 <br />