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65% <br /> 1 Structural Strap-1,000#min.capac!tiy Upper Flat <br /> TIE <br /> (If no other engineering provided) r,e� - ��\ <br /> e5•KEAl2WALL 5CHEDULE-PRE5CMP7iVE t Base Plate Generic Hold Down-4,200#min.capacity () ` !`/j Jl <br /> Edge Nailing Field Nailing To Plate 45"o HD 16-� 5oil Bearing <br /> Sheathing ado 12"O.G. 16d CCD 6"o.c. 5/8" @ <br /> 1/2"nom.COX Plywood 5d @ 6"o.c. <br /> (or)7/16"0.5.13• _ <br /> Existing crawlspace acce 01 ®. rj�--- <br /> Align to 15t Floor Wall <br /> (venting per existing) 5.0 -__-_ - <br /> -_-- -------- 4x12 am <br /> Rim — z <br /> ----- ----- — -- I I '.0 ipr.opo5edco!�cre.tesfab <br /> Vv'WM @ m -deptih <br /> id <br /> I ' Internal Footing(tY ° I <br /> I I I, 6 rrr!I poly rrro!st�re barr!er j. l I <br /> or 8x8 PT post(typ) i'y �ation.at 24"'in <br /> I w/ ositive tie @ top&bottom 5 I r I <br /> from eziges&thermal breal' I I I ,. ;• <br /> 24"x24"x 10"d cone.pier w/ I I — <br /> wa @ 3„from bottom l <br /> 0 02 (3)#4 ea y I I - - _'. [ • L. __ <br /> 5.0 I I. oZ i <br /> Pier t of 2 <br /> r---i I I STORAGE 'm _ �.. T <br /> ost(locate per main plan) 5creened _ r - -�a ®.— I _®•�� � h I�--c I I dnterior%tn <br /> x i <br /> 1"standoff) access #102[8x8j` _ — 1.. I, 2x4�rarrie� <br /> 4x4 saddle( ! ( I I m. _�-s.�- - I I �' L--J I .1/2"nom.5 <br /> 12"x 12"pier block --- za. _ I ' I I I. I ` I I. <br /> :. � l__-J o � .I. .i .[. ., ''. alrgned un, <br /> CRAWL, o ` I Above CMU <br /> x - ) I 1 lnterior,fin! <br /> I cpAWL5PACE : .:2xPi. late" <br /> � v -.� r ' I �i •i, i ,i.. -- -- -_, l. . -j� I-' �1/2"�1H.D. <br /> fo <br /> j N -_-1 #102[8x8]_X I- ;� I i } N �• I I f' '� 1" "lengt <br /> c�— 4x4_PT�ost w/PB441 _ I i I !' i w!thiri 1 <br /> _ _ t__-J 1 I I 1.p <br /> (align under pt.load) I. I <br /> __ Grinder pump&--� <br /> holding tank 5ill5eal <br /> i <br /> I I ► �;_, HALL . I r . r.: I .1 � 'rwk8.c <br /> 5U CO �.' WC- -~ \L ( .I; .I•' 2)#4b(I <br /> N L— <br /> E 4 .' T-10°± ii I <br /> Existing concrete 7'-10'+ ----- - I rah b-Prs,t cie <br /> steps&stoop r _ #1028 [8x8j - I -- - `�-"I'� p r Meii A� 17 j � ' .; w I i <br /> ntslot x i- --1 _—�� %yam 1 1 <br /> 5creened ve I I - -- I I- L--J -o I r - i ", �r ; I I I• I I <br /> (above stoop) I ' _ I ` I L-_J l_. i <br /> I- -� 03 ! ---- J. <br /> �/✓ <br /> l � I 5.0 i r i I � % � ✓/ T 50 ' �^'i I . <br /> I 4x12Ri-Beam <br /> _ m _ — <br /> 1 — a <br /> B <br /> e _ <br /> 'rn _ - <br /> —Ri <br /> ® —1 <br /> x _ <br /> L 8"Foundation Wall(exi5tinn <br /> Wit�T' corne Underfloor Venting 2x plate w/ <br /> d rock bed w/ R.etrofitvents into rimjoi5t Required venting: _ Unknown anchorage 8"CMU Foundation Wali- 81, °sed t <br /> 7/511& (if none present) 2x PT plate wJ <br /> 6 mil black poly 566 of @ 1/150 sf(min)-4.0 sf g"CIP concrete stemwall 1/2„�•p,gaiv.A.5's @ 48”o.c., <br /> Access @ 3.5 of Indeterminate footing <br /> if no footing present,Recommend: 12 length min.2 per si14 piece, <br /> 5 14"x6"5creened vents 5 sf=2.5 sf within 12"of ends w/ <br /> Flan Total Venting=6.0 Of 8"wide x 10"tall cone"perimeterfaotingaddition w/ <br /> Foundat'Jon P 1/4"x3"x3"plate washer <br /> (2)8"x 1/2"�fitan HD anchor screws @ 24"°c Siil seal <br /> install in stacked configuration w/4"embedment g"CMU stemwall w/type 5 mortar& <br /> #4 bar horiz @ 5,,from exterior of existing stemwa0, Grout vert cores @ 48it o.c.,insulati <br /> centered between anchor screws(at mid depth of footing addition) 48"o.c.,alternate hoc <br /> #4 bar vert @ 2 #4 bars <br /> Concrete bond beam w/( ) <br /> (2)#J gage wires(6"min.separatic <br /> Damp proof exterior <br /> 16"w x 8"d concrete footing w'/ <br /> (2)#4 bar horiz.0 3"from botto!n <br />