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# �V <br />DBL 600T150-54 <br />OF #12 SMS @ 1: <br />CEILING & SO <br />1/16"= T -€l" <br />TAPERED W 24X76X1 &-0" ..... <br />CAST INTO CMU WAIL TYP <br />(2) LOCATIONS <br />NOTE: PROVIDE SC BOLTS & FULL <br />DEPTH STIFFENERS AT ALL <br />W12X16 TO W24X76 <br />CONNECTIONS <br />08X11.5 TO ALIGN W/ SOFFIT <br />BELOW TYP THIS LINE <br />NOTE: PROVIDE SC BOLTS & FULL <br />DEPTH STIFFENERS AT ALL <br />W12X16 TO W24X76 <br />CONNECTIONS <br />C_ -v (L V> t th-3 <br />C.e �A-a W A, <br />HIGH ROOF FRAIlAINC PLAN <br />Jim <br />W24X76X13'-0" Q <br />INTO CMU WALL <br />TYP (2) LOCATIOI <br />t <br />a7 I 3 i <br />i. <br />rau <br />5_ tri <br />archite <br />FRAMING FLAN NOTES: <br />1. Refer to sheets 80.1, 57.1, S1.2, S1.3, & S1.4 for standard notes and details. <br />2. Legend: <br />Indicates bearing and/or shearwall. <br />-- --- Indicates wood or steel ledger. <br />Indicates approximate location, size and rna)dmum weight of mechicanical units w/ curb <br />per 96/81.2 or 17151.2. SMD for additional information. <br />E�21 Indicates approximate location, size and maadmum weight of power transformers. <br />SED for additional information. <br />10-� Indicates Moment Resisting Connection. <br />vyl6x26 C=1" Indicates beams size and upward camber. Where no camber is specified fabricate beam <br />--- �- ) with natural camber up. <br />❑ Indicates HSS column. <br />Ledger Splice per 11151.2. Use Type'A' typ UNO. <br />Strap per 92151.2 <br />Indicates metal deck type, direction, & span. See 1/S1.4 <br />C'JM Indicates step in roof framing <br />Indicates 'T' connection per 81SIA <br />0 Indicates basketball backstop Wt = '1500# MAX . SES at <,r, � %i -T-44r <br />3. Roof Sheathing to be 15/32" APA Rated Sheathing (40/20) Exp. 1. Nail to framing with I Od <br />@ 6W' OC edge & 12" OC field UNG- Sock all edges with 2x flat. No panels less than 24" <br />wide shall be used. <br />4. Coordinate all dimensions with Architectural drawings prior to construction. Notify <br />Architect/Engineer of any discrepancies. <br />5. Mechanical, electrical and plumbing penetrations through walls, roofs or floors shall be per <br />2157.2, 41.2,, and 61§1.2. unless shown and detailed on the structural plans:. Notify <br />Architect/Engineer prior to any installation not conforming to these details. <br />6. Beam centerlines to align with column centerlines, UNO, <br />Al nderson <br />} 650 university Ave., suite 110 <br />ru 6U SacramentoCA 95825 <br />1C Phone: (916, <br />149109 <br />Gr p ASG Project No. 15018 <br />Gopytht C 2015 Rainforth Grau Architects. Ali rights reserved. Reproduction of these plans, either in whole or in part, including any farm <br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited. <br />O <br />IDENTIFICATION SWAMP <br />DIV. OF THE STATE ARCHITECT <br />02 -114490 <br />AG FLS Ss <br />DATE I I � / 0—/[ <br />I '1110i "I J-41 <br />Revision <br />DRAWN <br />TJS <br />CHECKED <br />TGK <br />SCALE <br />As indicated <br />15-1207 <br />6-26-155 <br />S2,1.2 <br />