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FRAMING NOTES <br />1.REFER TO SHEET S0.1 FOR MORE INFORMATION. <br />2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS <br />AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF <br />RECORD IF DIFFERENT THAN PLANS. <br />3.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS <br />PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP <br />DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. <br />4.USE USP " TFL " HANGERS FOR CONNECTION OF I-JOISTS TO OTHER FRAMING <br />MEMBERS (U.N.O.) AND " JUS " HANGERS FOR CONNECTION OF SOLID <br />JOISTS. <br />5.USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ALL FRAMING LEVELS <br />(13B/S0.7), UNO ON PLANS. <br />6.USE ST22 STRAP FOR LEDGER SPLICES, UNO. <br />7.USE (1)CS16 x 3'-0" STRAP AT RIM JOISTS SPLICE, U.N.O ON PLANS. 1¼” <br />MIN. LVL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES. <br />8.HEADER AT NON-BEARING WALLS, USE 2x4 FOR OPENINGS UP TO 3'-0" MAX., <br />(2)2x4 FOR OPENINGS UP TO 6'-0" MAX., 4x6 FOR OPENINGS UP TO 12'-0" <br />MAX., (UNO). USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS <br />WITHOUT POINT LOADS. <br />9.WOOD HEADER OR POSTS MADE UP OF 2 OR MORE 2X'S SHALL BE SPIKED <br />TOGETHER PER THE NAILING SCHEDULE. <br />10.SHEARWALL PANEL TO BE NAILED TO ALL MULTIPLE STUDS RECEIVING <br />HOLDOWNS AND DO NOT BREAK AT PERPENDICULAR WALL LOCATIONS, UNO. <br />11. APPLY TYP. DETAIL 14/S-0.20 TO ALL HEADER AND POST TRIM CONNECTIONS <br />ON THE EXTERIOR WALL. (U.N.O.). <br />12. PROVIDE (2)2x STUDS UNDER EACH TRUSS, TYP. <br />13. ALL INTERIOR WALLS SHALL BE SIZE UP THE 4" STUDS (5 PSF INTERIOR <br />PRESSURE) <br />TRASH - ENCLOSURE <br />FOUNDATION NOTES <br />1.REFER TO SHEET S0.1 FOR MORE INFORMATION. <br />2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS <br />AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF <br />RECORD IF DIFFERENT THAN PLANS. <br />3.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR <br />FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. <br />4.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN <br />LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. <br />5.FOR DOUBLE SHEAR PANEL TYPES SW3, SW4, SW5 USE MIN. 3X6 SILL PLATES <br />U.N.O. <br />DENOTES POST OR TRIMMER AS NOTED <br />LEGEND <br />DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS <br />DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES DETAIL NUMBER <br />DENOTES FLUSH BEAM PER PLANX <br />X <br />SDX <br />X <br />X <br />FRAMING SCHEDULE <br />MARK MEMBER TYPE <br />DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION)STEP <br />DENOTES FOOTING <br />1 <br />20 GAUGE TYPE B 1-1/2" METAL DECK BY VERCO OR EQUIVALENT <br />WITH #12 SCREWS, MIN. 14 IN 36" WIDE PANEL SUPPORTS, AND <br />SIDELAPS CONNECTED AT 24" O.C. <br />#12 SCREWS SHALL BE SELF DRILLING, SELF TAPPING SCREWS <br />WITH A MIN. WASHER <br />DIAMETER OF 5/16" AND WASHER THICKNESS OF 0.05". <br />THE SCREWS MUST BE COMPLIANT WITH ASTM C1513. <br />FOOTING SCHEDULE <br />PAD SIZESYMBOL REINFORCEMENT <br />CF1 CONT. W=12", D=24"CONT. (2) #4 TOP & BOTTOM <br />SB2 <br />HSS8x2x3/8 STL BM <br />SB2 <br />HSS8x2x3/8 STL BM <br />SB <br />4 <br />CO <br />N <br />T <br />. <br />HS <br />S <br />8 <br />x <br />2 <br />x <br />3 <br />/ <br />8 <br /> <br />S <br />T <br />L <br /> <br />B <br />M <br />SB <br />4 <br />CO <br />N <br />T <br />. <br /> <br />H <br />S <br />S <br />8 <br />x <br />2 <br />x <br />3 <br />/ <br />8 <br /> <br />S <br />T <br />L <br /> <br />B <br />M <br />1 <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />SB3 <br />HSS8x2x3/8 STL BM <br />SB3 <br />HSS8x2x3/8 STL BM <br />4 <br />S0.9 <br />TYP.4 <br />S1.0 <br />4 <br />S1.0 <br />4 <br />S1.0 <br />4 <br />S1.0 <br />TYP. <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />HSS 3 <br />" <br />D <br />I <br />A <br />. <br />x <br />1 <br />/ <br />4 <br />" <br /> <br />5 <br />S1.0 <br />EQ <br />. <br />EQ <br />. <br />EQ <br />. <br />1' <br />- <br />0 <br />" <br />11 <br />S0.7 <br />11 <br />S0.7 <br />13 <br />S0.7 <br />13 <br />S0.7 <br />13 <br />S0.7 <br />13 <br />S0.7 <br />15 <br />S0.7 <br />THICK CONVENTIONAL <br />AND UNDERLAYMENT <br />5" <br />PER DETAIL 1/S0.7 <br />SLAB w/#4 @ 16" O.C. E.W. <br />1' <br />- <br />0 <br />" <br />13 <br />S0.7 <br />CF1 <br />8" CMU WALL, TYP. <br />54312 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 23033 <br />08/19/2024 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />6 <br />Core Structure, Inc. <br />23172 Plaza Pointe Dr. <br />Suite #145 <br />Laguna Hills, CA 92653 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />From The Ground Up <br />08/19/2024 <br />S0.6 <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0"TRASH ENCLOSURE <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0"TRASH ENCLOSURE <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />P <br />L <br />A <br />N <br />S <br />TR <br />A <br />S <br />H <br /> <br />E <br />N <br />C <br />L <br />O <br />S <br />U <br />R <br />E <br />1430 E Edinger Ave <br />3/27/2025