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................... -------------- <br /> GENERAL NOTES <br /> __...__..__.____ .___._.____ ER <br /> OR EXTERIOR CONC�ETEA. CW/ OVERAIT. SITE PLANS FLOOR PLANS (SLAB <br /> WORK. � a <br /> B. 1YPICAL WALLS SHALL HAVE. 2X6 STUDS AT 16" O.C. W/ 5/1" DIA. <br /> ' <br /> �r X 12" ANCHOR BOLTS AT 4'---0" O.G. uwtlj- co CL <br /> X <br /> C. CONTROL JOINTS f CONSTRUCTION JOINTS IN SLALu <br /> E3 S ON GRADE ARE <br /> APPROXIMATE LOCATIONS ONLY, CONTRACTOR iS TO DETERMINE FINAL 3 <br /> S3_1 -4 ._____- _ cn <br /> --g- JOINT LOCATIONS FIER THE FOI..I..OWING GUIDELINES: _._ �.��M.�M <br /> 6 <br /> A. MAXIMUM LENGTH BETWEEN ANY CONTROL JOINT TO BE 15'---0" � <br /> 1 <br /> Too,--0" I B. MAXIMUM AREA OF CONCRETE SLAB ENCOMPASSED BY CONTROL <br /> ` — _ .._. <br /> JOINTS IS TO BE 225 SQUARE FEET. <br /> p T.O. SLAB <br /> C. MAXIMUM ASPECT RATIO SHALL BE 1.5 TO 1.0. <br /> D. CW/ ARCH. FOR ALL DIMENSIONING. <br /> 1 _4„ _ _ /�� � . TYPICAL E:XTFONEADER R ALL f0�E3FVE.�TII?X6,TIONRCEC��1 1Eh�NTS. � _- -- -------- <br /> F <br /> a/ � r U, s <br /> G. ALL TOP PLATE SPI ICES SlIA(_I. COMPLY W 54.1-4, <br /> ------------ Q)��� `� C,c) �__._ _ � H. ATTACH MUL(IP_E LVIL BEAMS PER MANUFACTURER REQUIREMENT'S, <br /> � <br /> is {C7/ c <br /> r C <br /> E' <b �” i Ra; fid O ��Ra �VX6 A, <br /> '"�r' _�' <br /> r I S <br /> � .. <br /> S3.1 r a �� X n. <br /> �._. <br /> Lc.I v a a.w cn c o ", o <br /> I F C7e' ar-azU <br /> a coLU <br /> 3,1 -6 _ Cl) eza cr a ua <br /> - _._.- <br /> _. <br /> SHEET NOTES <br /> r� <br /> n S3.1 - 4 _ _ I « � '� ' <br /> �.___....._..... :c: LL.E LY fC �- Itl L <br /> 1. 4"° CONCRETE SLAB ON GRADE W/ #3 AT 18° O.C. E.W. CENTERED �4�Y, 0 w<>�r _)0( <br /> , <br /> - �_ , �. �� IN SLAB, RE: 53.1 1 3 FOR TYPICAL SLAB SECTION. (j(N m a z`� L ' <a� 1 <br /> C) na o <br /> - ---._ _ <br /> 00 E <br /> T __ __ _ _ 2 ca <br /> w . _ _ _ ��� m_ . CO _ u cwt cat <br /> NTRO(/CONST RUC TION JOINTS, RE: SIS 1 -9 � <br /> Ippa�yy pco m �y'p <br /> , B <br /> 3 100`-0" DATUM = 109.50' ELEVATION PER CIVIL DRAWINGS, Cr <br /> CN <br /> ? C? <br /> "' \ 7 <br /> • ��p I I i I I <br /> I <br /> I <br /> I <br /> 5::x.1--4 <br /> - <br /> T.O. SLAB <br /> I <br /> i I <br /> I <br /> i I <br /> i <br /> i <br /> 1 <br /> _ ---S3.1.-4 <br /> SHEAR WALL SCHEDULEI <br /> i <br /> 7 16° OSB, APA RATED SHEATHING W/ <br /> M 1 <br /> � _�. #8 SCREWS AT � O.C;. AT ED(:E: AND <br /> £3 SCREWS Al- 12" IN FIELD <br /> W/ 5/8" DIA.x12° A.B. AT 24" O.C, <br /> j <br /> 7/16" OSB, APA RATED SHEATHING W/ <br /> Tlf' J Tye. B #8 SCREWS AT 6" O.C. A( EDGE AND <br /> #8 SCREWS AT 12° IN FIELD j <br /> I W 5/8" DIA.x12' <br /> , A.B. AT' 32" O.C. <br /> ✓ � 1. PROVIDE DBL. STUD AT ALL SHEAR PANEL ENDS <br /> __- 2, ALIGN If0!_D DOWNS WITH DBL. SCUD AT ENDS OF SHEAR WALL, f1`P. <br /> _ -_ 3. SHEAR WALL SHEATHING SHALL BE ATTACHED FO EXTERIOR SIDE OF FRAMING WHEN <br /> I i <br /> ` ONE: SIDEDSHEAR WALL IS SPECIFIED � <br /> S3.1--64. ALL ANCHOR BOLTS TO HAVE :3X,3X1/T STEEL PL. WASHERS, TYP. � ) <br /> 5. STUD FRAMING TO BE: 16' O.C., MAX. <br /> r <br /> . <br /> A L 2. _ l <br /> i 08171 09---05---08 <br /> J - _ L <br /> CRK DMH <br /> L=16 .__0„ <br /> TISED <br /> � I <br /> cn �%'^jr to r�i� cra b/yr <br /> sKN <br /> ~ � ,,�`?/!? <br /> Fr ti i <br /> ^a <br /> i <br /> rL X Plan Check <br /> k R _ on <br /> �^a _ 47' 0„ A 10/24f0S� <br /> ...._......_, X` <br /> f CS H CA Q u c tY <br /> Control <br /> caO. 10/24/08 <br /> . . � � _� E � � <br /> 24' 21"_.73,” 17'--4 31," tC <br /> '-64 <br /> -- A <br /> /� "6 L=38'--0" <br /> �_j <br /> /X <br /> C) s �' r Ca/,r C� r �� iC} r r r n' r <br /> `lP � <br /> `1r `lr <br /> `ir c <br /> I Ra„r ,. Ca Q/ �b/,r Ca r ,,. 2� ,r ;� Cv� r � / . ;" .? 1 <br /> MSTC66 <br /> FOUNDATIONCDI <br /> I <br /> I <br /> I <br /> _..___0-1 <br /> _ <br /> _. PLAN <br /> n 10".._1 3, ", 15'--.11" 2 917 --101", 1t3 ? _, <br /> cy ___ __.___ ___- _ ___ _ _ _..__-_-- <br /> Ef <br /> C) A <br /> SH- <br /> CL 1 -.._... __._. <br /> _.. <br /> >zm , <br /> A'R' 'LAN <br /> 4 U) <br /> �} ca <br /> '(2. <br /> N <br /> SCALESH� WA' <br /> I <br /> c0j FOUNDATION PLAN ORIGINAL SHEET SIZE <br /> 7 <br /> E co <br /> ca cv c] <br /> c (v C) <br /> f_z-____ __, SCALE 1/4" T- _ _ ---_ . <br /> i <br /> o _. <br />