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T 161,. y <br />». <br />i � <br />1116" = T -Q" <br />WOOD SHEAR WALL SCHEDULE <br />MARK <br />SHEATHING <br />NAILING (EN) <br />SIL-USHEAR <br />TRANSFER NAILING <br />ANCHOR <br />BOLTING <br />#5 @ 16- OC VERT EF <br />s " SHTG <br />10d @ 6" OC <br />16d @ 4" OC <br />i <br />sWo@ 48" OC <br />". - ! Or <br />1562" SHTG <br />10d@4 -OC <br />16d @ 3" OC <br />64"O@ 32" OC <br />l5b2" STRUCT 1 <br />10d @ 3" OC <br />(2) ROWS <br />Vo@ 24" OC <br />16d @ 4" OC <br />33'�'� <br />isb2" STRUCT 1 <br />10d @ 3" OC <br />(2) ROWS <br />54"O@ 12" OC <br />BOTH SIDES <br />zob, @ 3" OC <br />1. All exterior walls to be shear well Type 8 UNCI on pleas. <br />2. Shear wall lengths, where noted, are minimum. Where length not indicated, Shea, <br />Wall to be full length of wall. <br />3. Edge nail wall sheathing to studs or posts with holdowns. <br />4. Wall sheathing to be 15132" APA rated Sheathing (32{10 Exp 1 with 10d @ 12" OC <br />field LINO. <br />5. Block all unsupported edges with 2x material UNC). Block edges with 3x material <br />where nailing is 4" COC; or less. <br />8. All nails to be common wire. Stagger nails where 2 rows are required. <br />7. Use tad sinker nails in lieu of 15d nails at 3x sill plates. <br />8. Portions of interior wall surfaces adjacent to specified shear walls shall be sheathed for <br />full length per Shear Wall Type 6 or with gypsum board of same thickness to provide an <br />even wall surface for finish materials. <br />9. Anchor bolts to have 0.229" thick x 3" minimum square plate washer at foundation sill plates. The <br />edge of the plate washer shall extend to within 112" of the sheathed edge of the sill plate. <br />A diagonal slot is permitted on the plate washer. The slot shall be 3/16" greater than the <br />bolt diameter and no more than 13/; in length. A standard cut washer shall be used <br />between the plate and the nut. Increase plate washer size as required at 2x8 wall framing. <br />10. No openings are allowed in Shear Walls unless shown on the Structural plans. <br />Coordinate any openings not shown with the Structural Engineer. <br />11. Nails used at pressure treated sill plates shall be hot dipped galvanized. <br />12. Framing at all panel edges shall be 3x including studs, sill plates and blocking where <br />nailing is' "OC or less. <br />13. Offset panel joint EA side to fall on different framing members. <br />CMU VIAL SCHEDULE <br />MARK <br />NOMINAL WIDTH <br />REINFORCEMENT <br />12" <br />#5 @ 16- OC VERT EF <br />+rte <br />f r <br />#5 @ 24" OC HORIZ EF <br />I. See 2151.3 & Sheet 53.1.2 for specific reinforcing requirements. <br />2. Provide 6" High Inverted Bond Unit starter course per detail 1154.1.1. <br />A <br />i< <br />rainforth <br />` cam}a L u <br />-Pa.r <br />architects :.. <br />FOUNDATION PLAN NOTES - <br />1. Refer to sheets Stf.1, 37.1, 51.2, 57.3, & 51.4 for standard notes and details. <br />p Indicates HSS column, HSS6x6x'If4 LINO. <br />X Indicates wood post .5k-Lr:°eV- ( <br />Indicates wood shearwali & minimum length <br />Indicates CMU wail per schedule <br />Indicates wood wall <br />Indicates wood shearwall <br />Indicates volleyball post location, provide deepened footing per SIA8.2.1 <br />D , Indicates depressed slab, SAD and SPD for complete locations, depth and slope <br />information. See 8/S1.1, W§1.1, and 10IS1.1. <br />�. Indicates gridline at face of stud or block At wood walls, add thickness of sheathing <br />to get overall curb width. <br />Indicates CMU expansion joint per 3/81.3. <br />EJ <br />Indicates (S) hold-down per 8IS1.2. <br />X <br />Indicates Wall Elevation <br />Sxx <br />3. Typical Slab on Grade is 5" thick w/ ##4 @ 18" oc EW at mid -depth over, 15 mil vapor barrier over <br />4" crushed rock per Geotech Report. <br />4. All stud walls to be 2706 @ 16" OC TYP UNO. <br />5. All exterior walls to be SW <�>, UNO. <br />6. Coordinate all dimensions with Architectural drawings prior to construction. Notify <br />Architect/Engineer of any discrepancies. <br />7. See key plan for curb locations. Coordinate with Architedural drawings prior to construction. <br />Notify Archlteet(Engineer of any discrepancies. <br />8. Plumbing and electrical conduit and ground strap shall not be laid within foundations. All plumbing <br />and conduits through foundations shall be per 2181.1, 3157.1, and 4/5.9. No utility pipes or <br />conduits shall be located thru column footings or frame footings. No pipes or conduits thru sill <br />plates shall be within 12" of holdown bolts. No mechanical, electrical, or plumbing openings shall <br />be located in shear walls unless shown and detailed can the structural drawings. No vertical or <br />horizontal pipes or conduits shall be located through steel frames, steel columns, or steel base <br />plates. Provide furring and/or thickened concrete where required to clear utility systems. Notify <br />Structural Engineer/Architect prior to any installation not conforming to these details. <br />9. Prepare Building Pad per Geotechnical Report. <br />'.It FOOTING SCHEDULE <br />s- <br />Reinforcing <br />4 DEEP <br />#5 @ OC EW TOP a BOT <br />+rte <br />f r <br />OC EW P <br />". - ! Or <br />' r W BOT <br />NOTE: CENTER FOOTINGS ON COL UNCI ON PLAN <br />650 University Ave., Suite 110 <br />Sacramento, CA 95825 <br />Phone: (916) 514-9109 <br />ASG Project No. 15018 <br />Copyright 0 2015 Rainforth Grad Architects. All rights reserved. Reproduction of these plans, either in whole or in pari, including any form <br />of copying and/or preparation of derivative works thereof, for any reason without prior written pe nission, is strictly prohibited. <br />DSA <br />File No. 38-53 <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />i <br />I4 <br />/'R 1�0F E SSf�1� <br />EXP. 12/33/16 i <br />Revision <br />DRAWN <br />TJS <br />CHECKED <br />TGK <br />SCALE <br />As indicated <br />PROJECT NO. <br />15-1207 <br />DATE <br />6-26-15 <br />SHEET <br />S2.1.1 <br />