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FOOTING SCHEDULE <br />LEGEND <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 HOLDOWN PER SCHEDULE <br />DENOTES PAD NUMBER PER SCHEDULE <br />DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION) <br />HOLDOWN SCHEDULE <br />CONV. FOUNDATION <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES DETAIL NUMBER <br />REFER TO DETAIL <br />5/S0.6 <br />PAD SIZESYMBOL <br />2'-0" SQ. x 24" THICK <br />SYMBOL SIMPSON HOLDOWN USP HOLDOWN NOTES <br />STAD10 <br />HTT22HTT5 <br />STHD10 <br />X <br />SDX <br />DENOTES NEW <br />FOOTING <br />DENOTES NEW PAD <br />DENOTES EXISTING FOOTING <br />DENOTES EXISTING PAD <br />DENOTES SHEAR PANEL LENGTH <br />DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE <br />STEP <br />REINFORCEMENT <br />(3) #4 E.W. <br />X <br />X <br />X <br />X'-X" <br />PF1 <br />HD1 <br />HD3 <br />DENOTES POST OR TRIMMER AS NOTED <br />#X DENOTES PAD NUMBER IN CALCULATIONS <br />CF1 CONT. W=12", D=24"CONT. (2) #4 TOP & BOTTOM <br />REFER TO DETAIL <br />1/S0.6 <br />2'-6" SQ. x 24" THICK (4) #4 E.W.PF2 <br />DOUBLE C-STUD <br />UNIT W.T. 755# <br />UNIT W.T. <br />540# <br />UNIT W.T. <br />970# <br />UNIT W.T.: <br />215# <br />UNIT W.T. <br />859# <br />HALLWAY <br />RESTROOM <br />ALL <br />GENDER <br />FREEZER <br />W.I.C. <br />RESTROOM <br />ALL <br />GENDER <br />FOOD PREP/DISH <br />WASH <br />SECONDARY <br />ENTRANCE <br />DRY STORAGE <br />RACKS MAX 7' HIGH <br />OFFICE <br />WAITING AREA <br />CLOSET <br />5'x7' <br />TRASH EXIT <br />EXIT <br />TABLE <br />SEATING <br />30 <br />" <br /> <br />D <br />O <br />O <br />R <br />BURNER <br />RESTAURANT <br />GAS RANGE <br />SODA/CO2 <br />ELECTRICAL <br />DRY STORAGE <br />RACKS MAX 7' HIGH <br />PICK UP WINDOW <br />SW <br />1 <br />4' <br />- <br />0 <br />" <br />SW <br />1 <br />4' <br />- <br />0 <br />" <br />SW1 <br />3'-8" <br />SW1 <br />5'-4" <br />SW1 <br />10'-3" <br />SW1 <br />9'-9" <br />SW <br />1 <br />19 <br />' <br />- <br />9 <br />" <br />1 2 3 <br />A <br />D <br />B <br />HSS5 <br />x <br />5 <br />x <br />1 <br />/ <br />4 <br />HSS <br />5 <br />x <br />5 <br />x <br />1 <br />/ <br />4 <br />SW1 <br />12'-0" <br />SW <br />1 <br />13'- <br />6 <br />" <br />SW <br />1 <br />5' <br />- <br />5 <br />" <br />SW <br />1 <br />4' <br />- <br />0 <br />" <br />SW <br />1 <br />4' <br />- <br />0 <br />" <br />SW <br />1 <br />24 <br />' <br />- <br />0 <br />" <br />SW <br />1 <br />5' <br />- <br />3 <br />" <br />SW1 <br />3'-8" <br />SW1 <br />5'-4" <br />SW1 <br />10'-3" <br />SW1 <br />9'-9" <br />SW <br />1 <br />19 <br />' <br />- <br />9 <br />" <br />HD3 HD3 HD3 HD3 <br />HD3 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD3 HD3 <br />HD3 <br />HD3 <br />PF2 <br />#1 <br />2 <br />S0.7 <br />10 <br />S0.7 <br />3 <br />S0.7 <br />4 <br />S0.7 <br />5 <br />S0.7 <br />5 <br />S0.7 <br />4 <br />S0.7 <br />5 <br />S0.7 <br />5 <br />S0.7 <br />2 <br />S0.7 <br />2 <br />S0.7 <br />HD3 HD3 <br />2 <br />S0.7 <br />5 <br />S0.7 <br />2 <br />S0.7 <br />6 <br />S0.7 <br />6 <br />S0.7 <br />6 <br />S0.7 <br />(E) SLAB <br />(E) SLAB <br />(E) SLAB <br />CF1 <br />4 <br />S0.7 <br />CF1 <br />CF1 <br />(E) FOOTING <br />(E) FOOTING <br />7 <br />S0.7 <br />7 <br />S0.7 <br />7 <br />S0.7 <br />(E) FOOTING <br />CF1 <br />CF1 <br />9 <br />S0.7 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />PF2 <br />#2 <br />9 <br />S0.7 <br />PF2 <br />#3 <br />SW2 <br />12'-0" <br />HD3 <br />HD3 <br />C <br />HD3 <br />2 <br />S0.7 <br />10 <br />S0.7 <br />4'-0" <br />2 <br />S0.7 <br />2022 CALIFORNIA BUILDING CODE (1), (3) <br />(4) <br />(2) <br />(1) <br />870 <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />220 <br />PANEL <br />TYPE <br />SHEAR <br />8 d's <br />10 d's <br />@ 2" O.C. <br />8 d's <br />@ 2" O.C. <br />@ 3" O.C. <br />15/32" APA <br />Structural I <br />rated <br />3/8" APA <br />rated <br />10 d's <br />@ 12" O.C. <br />8 d's <br />@ 12" O.C. <br />8 d's <br />@ 12" O.C. <br />8 d's <br />@ 4" O.C. <br />NAILING <br />(COMMON) <br />EDGE <br />8 d's@ 6" O.C. <br />3/8" APA <br />rated <br />rated3/8" APA <br />SHEATHING <br />8 d's <br />@ 12" O.C. <br />@ 12" O.C.8 d's <br />FIELD <br />(COMMON) <br />NAILING <br />PERIODIC SPECIAL INSPECTION IS REQUIRED. <br />(4) (2) <br />(5) <br />(6) <br />USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.). <br />SINKER <br />16d's <br />CONNECTION <br />SILL PLATE <br />@ 4" O.C. <br />@ 6" O.C. <br />@ 3" O.C. <br />@ 2" O.C. <br />@ 16" O.C. <br />@ 12" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />@ 5" O.C. <br />SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL <br />CASES. <br />PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS <br />STAGGERED. <br />USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED <br />ON FRAMING PLANS. <br />FRAMING CLIPS <br />A35's, LS50's <br />OR LTP4's <br />(5), (6) <br />2 ROWS <br />STAGG. <br />@ 3" O.C. <br />1/4"Øx6" <br />SCREWS <br />SDS <br />(8) <br />260 <br />320 <br />380 <br />410 <br />490 <br />(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX. <br />(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. <br />(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. <br />(9) <br />(7) <br />(7) <br />(7) <br />3/8" APA <br />rated 530 <br />640 (7) <br />(10)FOR DOUBLE SIDED SHEAR PANELS: <br />(10)(10)(10) <br />(10)(10)(10) <br />(10)(10)(10) <br />a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5. <br />c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE <br /> SPACING, FOR TYPES SW3, SW4 & SW5. <br />5/8" Ø <br />2X <br />A.B. SPC'G <br />@ 24" O.C. <br />@ 16" O.C. <br />@ 8" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />48" <br />42" <br />36" <br />24" <br />18" <br />SHEAR WALL SCHEDULE <br />(4) (2) <br />(4) (2) <br />(4) (2) <br />(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. <br />b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, <br /> FOR TYPES SW4 & SW5. <br />SW1 <br /> <br />SW2 <br /> <br />SW3 <br /> <br />SW4 <br /> <br />SW5 <br /> <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <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 />S0.4 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />1430 E Edinger Ave <br />3/27/2025