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FOUNDATION PLAN NOTES: <br />1, EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. <br />2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. <br />3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ 6X6-W1.4 X W1.4 WELDED WIRE FABRIC <br />REINF. SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. <br />4. REFER TO SHEET S3.1 FOR FOUNDATION DETAILS. <br />5. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 <br />FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. <br />6. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON MAIN FLOOR FRAMING PLAN. REFER TO HOLDOWN <br />SCHEDULE ON SHEET S2.1 FOR HOLDOWN TYPES AND MAIN FLOOR FRAMING PLAN FOR HOLDOWN ANCHOR <br />BOLT LOCATIONS. <br />7. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S2.1 FOR LOCATION OF SHEAR <br />WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. <br />8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH <br />ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. <br />TYPICAL FLOOR FRAMING PLAN NOTES: <br />1. FLOOR SHEATHING SHALL BE 3/4" PI 46/24 WITH 10D COMMON NAILS SPACED AT 61' OC AT ALL DIAPHRAGM <br />BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING <br />LAYOUT AND NAILING REFER TO DETAIL 2/S4.1 <br />2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION <br />UNLESS CARRIED BY A BEAM BELOW. <br />3. REFER TO SHEET S4.1 THRU S4.3 FOR TYPICAL FLOOR FRAMING DETAILS. <br />4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2" 0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD <br />POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. <br />5. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS <br />SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. <br />6. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 4X6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE <br />STUD AND (1) FULL HEIGHT STUD. <br />7. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2X STUDS. <br />8. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC <br />9. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT <br />HANGERS W/ MAX NAILING. <br />10. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. <br />TYPICAL ROOF FRAMING PLAN NOTES: <br />1. ROOF SHEATHING SHALL BE 5/8" PI 40/20 WITH 8D COMMON NAILS SPACED AT 61' OC AT ALL DIAPHRAGM <br />BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS <br />INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8D COMMON NAILS @ 12" OC. REFER TO <br />DETAIL 2/S4.1 FOR SHEATHING LAYOUT AND NAILING. <br />2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR <br />WINDOW HEADER. TRUSS MFR SHALL DESIGN TRUSSES TO ACCOMMODATE BEAMS ABOVE DOUBLE TOP PLATE. <br />3. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 4X6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE <br />STUD AND (1) FULL HEIGHT STUD. <br />4. STUD WALL FRAMING SMALL BE 2X HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. <br />5, REFER TO SHEET S5.1 FOR TYPICAL ROOF FRAMING DETAILS. <br />6. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. <br />7. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS <br />CARRIED BY A BEAM BELOW. <br />B. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. <br />9. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. <br />10. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5 HURRICANE TIES. <br />SHEAR WALL <br />SCHEDULE <br />APA-RATED <br />MIN FRAMING AT <br />SHEAR WALL <br />RIM JOIST OR <br />SILL PLATE <br />NAILING TO <br />SILL PLATE ANCHOR <br />FOUNDATION <br />SHEAR <br />TYPE <br />SHEATHING <br />ADJOINING PANEL <br />NAILING <br />BLOCK CONN TO <br />RIM/BLKG <br />BOLT TO SLAB OR <br />FOUNDATION SILL PLATE SIZE <br />CAPACITY <br />(PLF) <br />EDGES (SEE NOTE 5) <br />AT PANEL EDGES <br />TOP PLATE <br />BELOW <br />15/32" <br />2x STUD <br />0.131"0 x 2 1/2" <br />LTP4 OR A35 <br />0.131"0 x 3" @ <br />5/8" 0 AB <br />2x <br />242 <br />SW6 <br />ONE SIDE <br />AND BLKG <br />@ 6" OC <br />@ 24" OC' <br />6" OC <br />@ 5'-0" OC <br />15/32" <br />2x STUD <br />0.131" 0 x 2 1/2" <br />LTP4 OR A35 <br />0.131""o x 3" @ <br />5/8" 0 AB <br />2x <br />350 <br />SV+/4 <br />ONE SIDE <br />AND BLKG <br />@ 4" OC <br />@ 20" OC <br />4" OC <br />@ 4"-0" OC <br />15/32" <br />(2) 2x STUD AND <br />0.131" x 2 1/2" <br />LTP4 OR A35 <br />0.131""o x 3" @ <br />5/8 "0 AB <br />2x <br />455 <br />SW3 <br />ONE SIDE <br />2x FLAT BLKG <br />@ 3"" OC <br />@ 15" OC <br />3"" OC <br />@ 3-4- OC <br />15/321' <br />3x STUD AND <br />0.131"0 x 2 1/2" <br />LTP4 OR A35 <br />0.131"0 x 3" @ <br />5/8" AB <br />2x <br />595 <br />SV�/2 <br />ONE SIDE <br />2x FLAT BLKG <br />@ 2" OC <br />@ 12" OC. <br />2.5" OC <br />@ 2"-6"" OC <br />15/32"" <br />(2) 2x STUD <br />0.131" 0 x 2 1/2" <br />LTP4 OR A35 <br />0.13116 x 3" @ <br />5/3"0 AB <br />2x <br />706 <br />2SW4 <br />BOTH SIDES <br />AND BLKG <br />@ 4'" OC <br />@ 101" OC <br />2" OC <br />@ 2-4' OC <br />15/32" <br />(2) 2x STUD <br />0.131" 0 x 2 1/2" <br />LTP4 OR A35 <br />0.131 x 3" <br />5/8"0 AB <br />2x <br />910 <br />2SW3 <br />BOTH SIDES <br />AND BLKG <br />@ 3" OC <br />@ 7.5'" OC <br />@ 1.5" OC <br />@ V-6"" OC <br />�._ AND BLKG - s _ ... ) <br />d <br />REFER1. <br />r DETAIL. <br />2. THE VALUES ARE APPROPRIATE FOR ADE STUDS AND HF GRADE PLATES <br />3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. <br />4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL <br />BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED <br />5. WHERE TAFRAMING, ONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS:W 0 @ _ 0. o O <br />i {J <br />FRAMING6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. <br />7. INTERMEDIATE O BE WITH 2x MINIMUM MEMBERS. FIELD NAILING OC MAXIMUM. <br />8. AT ALL 5/8"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERSEDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR <br />DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. <br />9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. <br />10. 6 SHEATHING MAY BE PLACE SHEATHING <br />x PROVIDED ALL D. ARE SPACED . OC OR PANELS ARE APPLIED <br />DIMENSION ACROSS STUDS. <br />III <br />y <br />Q <br />DESIGN: <br />DRAWN: <br />CHECK: <br />JOB NO <br />DATE: <br />t <br />s <br />rt <br />T <br />SHEET: <br />a II <br />04/ 1 5 / 2020 <br />RUA <br />