Laserfiche WebLink
ADJUST STUD FRAMING- <br /> -- <br /> ASREOUIRED SHEATHING ARILS w/HALF OF u+1 PLAN TO EACH MBR w/HALF OF <br /> TOP REINF.PER (2)2x STUD-NAIL SHEATHING V <br /> 7(S2H)2xASTUD-EMNAIESSHEA THING <br /> ETHINGAIL <br /> CONT.TOP PLATE PER 18/S06 I I lL <br /> �MUDSILL PER PFr <br /> LAN ( o STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN `G <br /> - APPLIED OVER SHEATHING AP 2 <br /> �i _ I PLIED OVER SHEATHING k li <br /> C d 0: < <br /> ANCHOR BOLTS PER 1/S06 <br /> I I S <br /> : - _ rANCHOR BOLTS PER 1/SO6 V O' <br /> i�� BOTTOM-._ %__ " O' 'NO NAILS i STEM WALL PER STEM WALI IPER - <br /> �________ 24 _'-... G ;lo' ;°'I NAILING HOLES2_ _ _ FOUNDATION PLAN FOUNDATION PLAN d �_ <br /> 24 / / PANEL EDGEH I <br /> f- <br /> #4% 1 PERIPI.ANARD L'-V d :-e 0 I°-e - ° �I [L <br /> (�VENT OPENING / C d { <br /> r <br /> LOCATE VENTSBETWEEI I PANEL EDGE ' <br /> JOISTS&1-0'MIN.FROM ADD L VERT.REINF. NAILING <br /> HOLDOWNS 8 POINT LOA J., r <br /> d d FULL HEIGHT <br /> d (HALF EA.STUD) 1Y., a cn <br /> IID — 11 <br /> ---- HEADER PER PLAN <br /> FOOTINGS AND STEM—; ° <br /> WALLS PER PLAN (EXTEND TO CORNER) <br /> 20 ---- k <br /> 19 --- <br /> PER PLAN <br /> __ .--- 17 <br /> ((2I2x MIN.) 4 � <br /> 2)2x 16 <br /> Aoo'L STUD z <br /> __0"MIN. p g Z S <br /> HOLD GOWN PER PLAN rc (2)2x STUD-NAIL SHEATHING u^ <br /> TO EACH MEMBER w/HALF OF(APPLY OVER SHEATHING) a _— <br /> _ SHEATHING NAILS <br /> T. <br /> I'uy I'PER PLAN ------ ANCHOR BOLTS PER 11SO6 PER PLAN — r I I <br /> STRAP HOLD DOWN PER PLAN p4 9N- <br /> 2x STUD WALL PER PLAN APPLIED OVER SHEATHING <br /> P.T.2x6 MUDSILL UNO •• - <br /> GRADE—' x AL 1 I I I Vv ' � .•° ° ° ° � 6LAB-ON-G ADEMUDSILL %"0 ALL-THREAD W/PLAT SOLID B G <br /> SLAE-ON — ...,. <br /> OICIKIN <br /> PER PLAN r,l L I II EAU I<I 1 L h tviFR)ANU 0 0 R e E i�i�a - •1 <br /> ix N 'El CI XY EMBED L 1 PER PLAN WASHERS PER 1/506 AND "8"STEMWALL UNO O O #0@ SIMPSON SET EPDXY EMBED 2 <br /> 18"oc, <br /> HORIZ _ I—M <br /> (NO SPECIAL INSPECTION REO'D)ORMAL FOOTING ------- _ co <br /> REINFORCING , W <br /> I I <br /> rol ADD'L BARS TO = _ 7Ya''#4 .I ul <br /> MATCH NORMAL #4 16"oc,VERT LL <br /> REINFORCING FOOTING PER i/507 (HOOK INF.) /FTG.REINF) L//NE OF EXCAVATION STEMWALLPER <br /> PER WALL AND FOOTING ____ FOUNDATION PLAN <br /> STEP IN FOOTING <br /> PER 1/S07 <br /> _- ANCHOR BOLTS PER 1/SO6 z W <br /> 14 <br /> 15 13 O w <br /> --- ---- 12 _ 11 <br /> SHEATHING PER 11S06 <br /> Lu <br /> SHEATHING PER 1/SO6 T <br /> DIAPHRAGM BOUNDARY NAILING DIAPHRAGM BOUNDARY 1 <br /> PROVIDE SQUASH BLK'G NAILING 2%STUD WALL PER PLAN <br /> PT 2%8 MUDSILL RIPPED TJWA <br /> 2%STUD WALL PER PLAN UNDER POSTS AND BUILT UP <br /> MATCL WIDTH W/ STUDS ABOVE(MATCH SIZE PROVIDE SQUASH BLKG <br /> A.B.'S WASHERS ABOVE) UNDER POSTS AND BUILT UP 12d @ 6". <br /> PER 1/ FACENAIL PER 1/806 STUDS ABOVE(MATCH SIZE <br /> idIUI.I::I ABOVE) <br /> SHEATHING <br /> SHEATLAN NAILS(r�4"0° SHEATHING PER PLAN SHEAR WALL EDGE NAILING <br /> SPLICE SHEATHING uj <br /> j I,'`' PANEL EDGE NAILING W <br /> I I \ <br /> JOISTSJOISTS PER PLAN I J SHEAR WALL EDGE NAILING w <br /> UNBALANCED FILL f 'i LL <br /> JB210A !7UNBA111ED <br /> JOISTS PER PLAN2x BLOCKING 48"ac ' J 0 <br /> (NOT REQUIRED IF WALL 8 FOOTING UNBALANCED FILL<V-0") 2x RIM BOARD(2)LAYG PAPER PER 1/S07 V BETWEEN JOISTS S STEM WALL Z <br /> STEM LAN.FOOTING 1 1 1 <br /> FILL PER 1/S07 <br /> _0 <br /> e <br /> SEE 61507 <br /> I ORCALLMOUN T S - Q <br /> 'i f y I Q COMO V� <br /> -- 6 <br /> 2. I.E,lKII rFNG <br /> WALL 2z6 P.T.PLATE W/ <br /> SEA E�L :v��IL,:I: CCURS) MUDSILL ANCHORS —� <br /> BEAPINI�LV Lt L -"�L:G'. PER1/S06 <br /> ALT.MUDSILL ANCHOR <br /> 2%STUD WALL PER PLAN SHEATHING PER 1/SOB <br /> BEr.I II 2xfi PLATE <br /> 2X6 P.T..T.AND PLATE Q <br /> WASHERS PER 1/S06 E h LAN SIZE REINFOh'i;ING -" L I . MUDSILL WALL PPER 07 R PLAN PANEL EDGE NAILINGpq,TOP(LOCATE IN TOP 4'-0"MAX— L„ III. UNBALANCED N-GRADE 72 OFSTEMWALLFILL <br /> �q MEM FP S BLDG PAPER BTWN PER ARCH'L )7n <IillNO ktI JF. D CONC. DRIVEWAY PERARCH'L SLAB-ON-GRADEPER PLAN #4 36' VERT HOOKED BA(2)"EA WA1' MAu I I �4 � R <br /> BOTT M U G N Ur A LLO - MIN,CLIP`OIV LNhIL; „. #4 24"-.HORIZ.JO ..0 sq x 12 thick (3)/W EA.IVAYI`_- ... BOTTOM T(4)I/4 FA W II <br /> (635 sq x 12 Lhlck .l ,BOTTOM <br /> BOTTOM REtNf FILMPACT STRUCTURAL (11#442 a4 x 1Y'Ih,ck (5)It4 Eq.VVABOT'I OM REINF.PER VS07 W <br /> STEM WALL AND FOOTING �„ <br /> PER VS07 4 6" 4Y2'TYP. <br /> 5 4 <br /> S07 <br /> --- ----- -- <br /> 3 2 <br />