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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 />(3B/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 />FRAMING SCHEDULE <br />DENOTES POST OR TRIMMER AS NOTED <br />LEGEND <br />KEY NOTES <br />LINE OF 2x FLAT BLOCKING W/E.N. <br />DENOTES SHEAR PANEL LENGTH <br />DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE <br />DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS <br />PROVIDE SOLID BLOCKING WHERE POSTS ARE DISCONTINUOUS AT JOIST SPACE <br />AND/OR FROM TOP OF BEAMS/HEADERS TO LOWER TOP PLATE. <br />TRUSS HANGER BY TRUSS MANUFACTURER <br />SHEAR TRUSS W/E.N. <br />DRAG TRUSS W/E.N. <br />LINE OF FULL HEIGHT BLK'G W/E.N. <br />DENOTES FLOOR TO FLOOR HOLDOWN PER SCHEDULE IN DETAIL <br />12/S0.7 & 12/S0.8 <br />FRAMING <br />ALIGN POST WITH UPPER FLOOR POST WITH SOLID BLOCKING BETWEEN FLOOR <br />CONTINUOUS LINE OF BLOCKING W/E.N. UNDER SHEAR WALL ABOVE W/ (1) CS16 <br />DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES KEY NOTE NUMBER <br />DENOTES BEARING WALL <br />DENOTES OVER FRAMING <br />CONTINUOUS JOIST W/E.N. <br />DENOTES POST OR TRIMMER FROM FLOOR ABOVE <br />DENOTES DETAIL NUMBER <br />DENOTES DROP BEAM OR HEADER PER PLAN <br />DENOTES FLUSH BEAM PER PLAN <br />MARK MEMBER TYPE <br />DESIGN ROOF TRUSSES BY OTHERS @ 24" O.C.RT <br />X <br />X <br />X <br />X <br />SDX <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />DENOTES DRAG DIRECTION <br />BLOCKED ROOF DIAPHRAGM <br />8d's @ 4" B.N. <br />8d's @ 6" E.N. <br />8d's @ 12" F.N. <br />10 <br />BLOCKED FLOOR DIAPHRAGM <br />10d's @ 6" B.N. <br />10d's @ 6" E.N. <br />10d's @ 12" F.N. <br />11 <br />X <br />X'-X" <br />X <br />X <br />X <br />DENOTES FRAMING ZONE DIVISION <br />X DENOTES SHEARWALL LINE IN CALCULATIONS <br />DOUBLE C-STUD <br />AI <br />R <br />F <br />L <br />O <br />W <br />. <br />RTU <br />1 <br />KEF <br />1 MAU <br />1 <br />KEF <br />2 <br />RTU <br />2 <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 />11 <br />8A <br />6x <br />6 <br /> <br />H <br />D <br />R <br /> <br />( <br />L <br />O <br />W <br />) <br />6x6 HDR <br />6x6 HDR19 <br />5 1/4"x11 1/4" LVL HDR18 <br />6x6 HDR <br />SB <br />1 <br />HS <br />S <br />1 <br />0 <br />x <br />5 <br />x <br />3 <br />/ <br />8 <br /> <br />S <br />T <br />L <br /> <br />B <br />M <br />6x <br />8 <br /> <br />H <br />D <br />R <br />6x <br />6 <br /> <br />H <br />D <br />R <br />10 <br />6x8 CL'G BM <br />4x <br />6 <br />RT <br />RT <br />CANT. <br />CA <br />N <br />T <br />. <br />RT <br />RT <br />5 <br />CANT. 6x10 CL'G BM <br />4 <br />CA <br />N <br />T <br />. <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />2 <br />CANT. 6x10 CL'G BM <br />CANT. 6x10 CL'G BM (HIGH) <br />1 <br />4x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />6x <br />6 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />6x <br />6 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />2A <br />6x6 CL'G BM <br />4x6 <br />4x6 <br />RT <br />RT <br />6x <br />6 <br /> <br />H <br />D <br />R <br /> <br />( <br />L <br />O <br />W <br />) <br />25 <br />6x <br />8 <br /> <br />H <br />D <br />R <br />7 <br />6x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />9 <br />6x6 CL'G BM <br />8 <br />CA <br />N <br />T <br />. <br /> <br />6 <br />x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br /> <br />( <br />H <br />I <br />G <br />H <br />) <br />6 <br />4x1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />2- <br />6 <br />0 <br />0 <br />S <br />1 <br />6 <br />2 <br />- <br />5 <br />4 <br />RT <br />RTRT <br />2- <br />2 <br />x <br />6 <br />TR <br />I <br />M <br />2- <br />2 <br />x <br />6 <br />TR <br />I <br />M <br />RT <br />4x6 <br />4x6 <br />14 <br />CANT. 4x10 CL'G BM <br />15 <br />16 <br />13 <br />4x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />12 <br />4x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />17 <br />4x <br />1 <br />0 <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />RT <br />CA <br />N <br />T <br />. <br />4x <br />6 <br />4x <br />6 <br />GT- <br />2 <br />1 <br />22 <br />4x <br />6 <br />4x6 <br />24 <br />CA <br />N <br />T <br />. <br /> <br />6 <br />x <br />8 <br />CL <br />' <br />G <br /> <br />B <br />M <br />4x6 <br />2- <br />2 <br />x <br />6 <br />4x <br />6 <br />4x6 <br />4x6 <br />TR <br />I <br />M <br />20 <br />6x6 CL'G BM <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 />4x <br />6 <br />2- <br />2 <br />x <br />6 <br />2- <br />2 <br />x <br />6 <br />4x6 <br />4x6 <br />4x6 <br />4x6 <br />4x <br />6 <br />4x6 <br />3 POINTS BR'G <br />CANT. 3 POINTS BR'G <br />CA <br />N <br />T <br />. <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />6x6 <br />4x6 <br />1 2 3 <br />A <br />D <br />B <br />3 <br />CANT. 4x10 CL'G BM <br />CANT. 6x10 CL'G BM <br />1 <br />TR <br />E <br />L <br />L <br />I <br />S <br /> <br />B <br />M <br />(T <br />Y <br />P <br />. <br />) <br />LO <br />C <br />A <br />T <br />E <br /> <br />T <br />R <br />U <br />S <br />S <br />LOCATE TRUSS <br />BLK'G <br />BL <br />K <br />' <br />G <br />BL <br />K <br />' <br />G <br />BL <br />K <br />' <br />G <br />2A <br />S0.8 <br />LO <br />C <br />A <br />T <br />E <br /> <br />T <br />R <br />U <br />S <br />S <br />1 <br />S1.0 <br />SIMPSON <br />ST6236 <br />1B <br />S0.8 <br />7 <br />S0.8 <br />7 <br />S0.8 <br />1B <br />S0.8 <br />8 <br />S0.8 <br />LOWHI. <br />1B <br />S0.8 <br />1B <br />S0.8 <br />9 <br />S0.8 <br />14 <br />S0.9 <br />15 <br />S0.9 <br />9 <br />S0.8 <br />9 <br />S0.8 <br />9 <br />S0.8 <br />4 <br />S0.8 <br />4 <br />S0.8 <br />15 <br />S0.8 <br />2 <br />S0.9 <br />9 <br />S0.8 <br />9 <br />S0.8 <br />2 <br />S1.0 <br />3 <br />S0.9 <br />1B <br />S0.8 <br />1B <br />S0.84 <br />S0.9 LOW <br />HI. <br />5 <br />S0.8 <br />8 <br />S0.8 8 <br />S0.8 <br />9 <br />S0.8 <br />8 <br />S0.8 1A <br />S0.8 <br />1B <br />S0.8 <br />7 <br />S0.8 <br />1B <br />S0.8 <br />2A <br />S0.8 <br />1B <br />S0.8 <br />2A <br />S0.8 <br />1B <br />S0.8 <br />2A <br />S0.8 <br />1A <br />S0.8 <br />8 <br />S0.8 <br />9 <br />S0.3TYP. <br />15 <br />S0.8 <br />15 <br />S0.8 <br />15 <br />S0.8 <br />16 <br />S0.8 <br />15 <br />S0.8 <br />1 <br />S0.9 <br />2 <br />S0.9 <br />6x12 HDR <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 />3 <br />S0.9 <br />4 <br />S0.9 <br />LOW HI. <br />3 <br />S0.9 <br />11 <br />S0.8 <br />TYP. <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 />4 <br />S0.8 SIM. <br />23 <br />6x8 CL'G BM <br />6x8 CL'G BM <br />SHEAR TRUSS OFFSET (DRAG LOAD = 4600#) <br />HU <br />HI. <br />LOW <br />HU HU <br />HU <br />HU <br />C <br />HUHUCQHGUS <br />HUCQ <br />HUC <br />HUC <br />HUC <br />HUC <br />HU <br />HUC <br />SKE <br />W <br />E <br />D <br />HUCSKE <br />W <br />E <br />D <br />10 <br />4x <br />6 <br />4x6 <br />SIM. <br />SIM. <br />TYP. <br />2A <br />S0.8 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />5 <br />S0.9 <br />17 <br />S0.8 <br />1B <br />S0.8 <br />SIM. <br />6 <br />S0.9 <br />6 <br />S0.9 <br />6 <br />S0.9 <br />8 <br />S0.9 <br />7 <br />S0.9 <br />8 <br />S0.9 <br />8 <br />S0.9 <br />16 <br />S0.9 <br />9 <br />S0.9 <br />10 <br />S0.9 <br />IN <br />V <br />. <br />2A <br />S0.8 <br />2A <br />S0.8 <br />LO <br />C <br />A <br />T <br />E <br /> <br />T <br />R <br />U <br />S <br />S <br />LO <br />C <br />A <br />T <br />E <br /> <br />T <br />R <br />U <br />S <br />S <br />SIMPSON <br />ST6236 <br />(D <br />R <br />A <br />G <br /> <br />L <br />O <br />A <br />D <br /> <br />= <br /> <br />1 <br />7 <br />5 <br />0 <br /># <br />) <br />14 <br />S0.8 <br />14 <br />S0.8 <br />14 <br />S0.8 <br />13 <br />S0.9 <br />SIM. <br />@ PARAPET <br />SW2 <br />12'-0" <br />4x6 <br />4x <br />6 <br />SHEAR TRUSS (DRAG LOAD = 5300#) <br />C <br />4x6 <br />2- <br />6 <br />0 <br />0 <br />S <br />1 <br />6 <br />2 <br />- <br />5 <br />4 <br />2-600 <br />S <br />1 <br />6 <br />2 <br />- <br />5 <br />4 <br />15 <br />S0.9 <br />17 <br />S0.9 <br />5' <br />- <br />0 <br />" <br />600S162-43 STUDS @ 24" O.C. <br />60 <br />0 <br />S <br />1 <br />6 <br />2 <br />- <br />4 <br />3 <br />ST <br />U <br />D <br />S <br /> <br />@ <br />24 <br />" <br /> <br />O <br />. <br />C <br />. <br />10 <br />6 <br />S1.0 <br />GT-32 <br />28 <br />4x <br />8 <br /> <br />F <br />L <br /> <br />B <br />M <br />HU <br />HU <br />28 <br />4x <br />8 <br /> <br />F <br />L <br /> <br />B <br />M <br />HU <br />GT <br />- <br />3 <br />1 <br />27 <br />4x8 FL BM HUHU <br />27 <br />4x8 FL BM HUHU <br />30 <br />4x8 FL BM <br />HU HU <br />GT <br />- <br />3 <br />3 <br />29 <br />4x <br />8 <br /> <br />F <br />L <br /> <br />B <br />M <br />HU <br />29 <br />4x <br />8 <br /> <br />F <br />L <br /> <br />B <br />M <br />HU <br />GT <br />- <br />3 <br />1 <br />GT <br />- <br />3 <br />3 <br />LO <br />C <br />A <br />T <br />E <br /> <br />T <br />R <br />U <br />S <br />S <br />3 <br />S1.0 <br />@ HOOD <br />SIM. <br />TYP. <br />28A <br />4x8 FL BM <br />28A <br />4x8 FL BM <br />4x <br />8 <br />FL <br /> <br />B <br />M <br />4x <br />8 <br />FL <br /> <br />B <br />M <br />6 <br />S0.8 <br />HU, TYP. <br />4x8 <br />FL BM <br />4x8 <br />FL BM <br />GT <br />- <br />3 <br />3 <br />GT <br />- <br />3 <br />3 <br />7 <br />S1.0 <br />TYP. <br />@ RTU, <br />MAU, <br />KEF <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 />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 />S0.5 <br />RO <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />1430 E Edinger Ave <br />3/27/2025