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� t .-A,. <br />MAIf� �LGOR SHEAR WALLS <br />scn�e i/<. = i _� <br />MAIN FLOOR SHEARWALLS <br />(LATERAL ONLY) <br />N 0 TE: <br />- COMMON ABBREVIATIONS: U.N.O. = UNLESS NOTED OTHERWISE <br />- ALL POSTS LOCATED IN SHEAR WALLS TO BE NAILED AS EDGE NAILING <br />PER SHEAR WALL SCHEDULE. <br />- NOTES ON THE PLAN HAVE PRIORITY OVER DETAILS AND SCHEDULES. <br />- SEE PLAN AN� SHEAR WALL SCHEDULE FOR SILL PLATE ANCHOP. SPACING <br />AND SHEAR WALL REOUIREMENTS. <br />- VERIFY THAT EXISTING SILL PLATE IS BOLTED TO CONCRETE w/1/2"d ANCHOR <br />BOLTS w/7' X 2" X 3/7fi" PLATE WASHERS SPACED NO MORE THAN 6'-0" O.C. <br />UNLE55 NOTED OTHERY✓�SE ON THE PLAN. <br />USE EPDXY GROUTED 5/8"d RETROFIT ALL THREAD ROD TO INSTALL <br />M ExISTING CONCRETE WALLS or SLAB w/7" EMBEDMENT. <br />O HDU4 EPDXY GROUTED TO CONCRETE W/5/8"d ALL THREADED ROD 10" <br />EMBEDDED IN TO EXISTING CONCRETE WALL, SEE DET "11/S7' <br />� l;Jlb W%��IJJ-iftl tAI:M tNU IV 6LAM tSLLVVY, JtL Utl.��o%�L��. <br />O3 C516 W/(13)-8d EACH END TO BEAM BELOW, SEE DET."5/S7'. <br />4O ADD A35 � 24"a.a FROM EXISTING RIM TO SILL PLATE, SEE DET. "10/52". <br />O5 ADD A35 � 24"o.a FROM EXISTING RIM TO SILL PLATE. SEE DET. "8/S2". <br />O 1/7'dx10" ANCHOR BOLTS � 6'-0" O.C. & 2x SILL PLATE, DET. "i/51". <br />O (3)-1/7'dx10" ANCHOR BOLTS & 2x SILL PLATE <br />IJOT: AS BUILT CONDITIONS ARE ASSUMED. <br />IF ACTUAL CONDITIONS ARE DIFFERENT <br />CONTACT ARCHITECT OR ENGINEER. <br />TYF <br />-__� �___-� <br />�L � <br />�----- i r <br />i <br />i � 2x RAFTERS � ��4" O.C. <br />II <br />I <br />i� ��L <br />J <br />�'?__ <br />i �� <br />�� <br />�� <br />�� <br />� <br />� <br />LEGENG: <br />OS ENGMEERING NOTES <br />11 ENGINEERWG DETAILS & SECTIONS <br />51 <br />-��-��-� - B�AM OF HEADLR B(_LOW, SIZE PER PLAN <br />� � POST, DB_ STUDS DOWN BELOW <br />� SIMPSON HANGEP <br />t 2' <br />� <br />SHEAP. WALL, LEN�;TH AND TYPE PER SCHEDULE <br />--�--- <br />________ti <br />ROOF �RAMING PLAN <br />sca�e ,�a = , -o. <br />ROOF FRAMING PLAN <br />(LATERAL ONLY) <br />NOTE <br />- COMMON ABBREVIATIONS: U.N.O. = UNLESS NOTED OTHERWISE <br />- ALL EXTERIpR WALLS AND GABLE ENDS TO BE P1-6, (U.N.O.) <br />- NOTES ON THE PLAN HAVE PRIORITY OVER DETAILS AND SCHEDULES. <br />� PROVIDE CRIPPLE WALL OVER THE SHEARWALL W/SHEATHING PER P1-6, <br />ADD A35 @ 24"o.c. FROM BLOCKING TO WALL TOP PLATE, DEi. "4/52". <br />O2 PROVIDE CRIPPLE WALL OVER THE SHEARWALL W/SHEATHING PER P1-6. <br />ADD A35 or LTPS � 24"o.c. FROM BLOCKING TO WALL TOP PLATE, DET. '7/52". <br />NOTE AS BUILT CONDITIONS ARE ASSUMED. <br />IF ACTUAL CONDITIONS ARE DIFFEREN i <br />CONTACT ARCHITECT OR ENGWEER. <br />TYP. <br />U <br />� <br />J <br />(7 w � � <br />Z � � � � <br />� �Qrn� <br />W ��� <br />� �� <br />o� <br />� <br />Z ZONv <br />n � � <br />fn o p "x <br />u � � a LL <br />Z <br />W <br />JC <br />C � <br />� � <br />�+,t;• •N•- . �'a a <br />F�:'��VS '�� n <br />W: ���W � <br />>:3 - <br />J� P� yy <br />y'�'/'1 ,l ..•p�� _ <br />e <br />Q <br />� <br />� � <br />� Q <br />� J <br />� a <br />� <br />� � <br />� O <br />� <br />� <br />� � Q O <br />� � <br />� �� N <br />� �� O <br />w <br />� �� � <br />� � � � <br />U °' w � <br />w O L.L <br />� Q Z <br />U w <br />� O J <br />w -� U <br />0 <br />REVISIONS: <br />DATE: OB/22114 <br />SCALE: AS SHOWN <br />DRAWN: ML <br />JOB: LB1334 LAT <br />S3 <br />3 <br />