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FRAMING SCHEDULE <br />PAD SCHEDULE <br />PAD <br />2'-0" SQ. X 24" DEEP PAD W/ (3) #4 E.W. <br />SYM. <br />F2.0 <br />2'-6" SQ. X 24" DEEP PAD W/ (3) #4 E.W. <br />3'-0" SQ. X 24" DEEP PAD W/ (3) #4 E.W. <br />F2.5 <br />F3.0 <br />LEGEND <br />3'-6" SQ. X 24" DEEP PAD W/ (3) #4 E.W.F3.5 <br />DESCRIPTIONSYM. <br />F2.0 <br />POST OR TRIMMER AS NOTED <br />SDX <br />X <br />PAD NUMBER <br />DETAIL NUMBER <br />DETAIL SHEET NUMBER <br />X'-X" <br />X <br />DROP IN SLAB (VERIFY PRIOR TO <br />CONSTRUCTION) <br />SHEAR PANEL LENGTH AND NUMBER, STRAP & POST EACH THE END <br />SHEARWALL PER SHCEDULE & PLAN. <br />REFER TO SD-0 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. <br />INDICATES ROOF TRUSSES BY <br />TRUSS SUPPLIER <br />INDICATES FLOOR JOISTS BY JOIST SUPPLIER,OR U.N.O PER SCHEDULE & <br />PLAN <br />INDICATES DECK JOIST OR ROOF RAFTER PER SCHEDULE & PLAN <br />X BEAM NUMBER, REFER TO REPORT <br />CALCULATIONS <br />KEY NOTE NUMBER <br />BEARING WALL <br />CALIFORNIA FRAMING <br />XX <br />GREATE BEAM @ FOUNDATION SEE PLAN FOR SIZE <br />KEY NOTES <br />FJ <br />RR <br />RT <br />X NUMBER OF ANCHOR BOLTS <br />LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. <br />SEE PLAN FOR NUMBER OF BAYS. <br />BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 4" O.C. E.N. & 12" O.C. FIELD. <br />BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 4" O.C. E.N. & 12" O.C. FIELD. <br />PROVIDE SOLID BLOCKING <br />TRUSS HANGER BY TRUSS SUPPLIER <br />CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />EXISTING SLAB & FOOTING <br />INDICATES CEILING JOIST PER SCHEDULE & PLANCJ <br />NEW FOOTING <br />SYMBOL SIZE MAX. SPACING U.N.O <br />RR 2X8 RR 16" O.C. <br />4'-0" SQ. X 24" DEEP PAD W/ (3) #4 E.W.F4.0 <br />4'-6" SQ. X 24" DEEP PAD W/ (3) #4 E.W.F4.5 <br />NEW SLAB <br />CONSTRUCTION NOTES <br />1.REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (S0.0 & S0.1) FOR <br />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.AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE <br />USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN <br />SIMPSON'S. <br />4.USE SIMPSON " IUS " HANGERS FOR CONNECTION OF I-JOISTS TO OTHER <br />FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID <br />JOISTS. <br />5.USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ROOF FRAMING LEVELS <br />(5B/SD2.0), 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” MIN. LVL <br />RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES. <br />8.PLYWOOD IS APPLIED ON EITHER SIDE OF SHEAR WALLS <br />9.INTERIOR NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C., <br />MAX. <br />10.HEARDER AT OPENING AT EXTERIOR & INTERIOR BEARING WALL SHOULD BE MIN. <br />4X6 ,U.N.O <br />11.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" MAX., <br />(UNO). <br />12.2X6 WALL SHOULD BE AT PLUMPING WALL. <br />13.TOTAL MINIMUM NUMBER OF ANCHOR BOLTS. REQUIREMENTS. FOR NON-SHEAR <br />WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR <br />BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. <br />14.FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE <br />SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, <br />SILICON BRONZE OR COPPER. <br />15.SIMPSON SET-XP EPOXY ESR-2508 SPECIAL INSPECTION REQUIRED <br />16" O.C.CJ 2X10 CJ <br />BATH 2 <br />BATH 1 <br />W/D <br />WH <br />BEDROOM 1 <br />BEDROOM 2 <br />BEDROOM 3 <br />DINING <br />LIVING <br />REF. <br />KITCHEN <br />PANTRY <br />HD <br />U <br />2 <br />2 <br />HD <br />U <br />2 <br />2 <br />4'-0" <br />1 <br />SD1 <br />2 <br />SD1 <br />5 <br />SD1 <br />HDU2 <br />HDU2 <br />3 <br />2 <br />8' <br />- <br />0 <br />" <br />5 <br />SD1 <br />1 <br />SD1 <br />2 <br />SD1 <br />3 <br />2 <br />9' <br />- <br />0 <br />" <br />1 <br />SD1 <br />2 <br />SD1 <br />5 <br />SD1 <br />HDU2 <br />HDU2 <br />2 <br />1 <br />SD1 <br />2 <br />SD1 <br />5 <br />SD1 <br />2 <br />4' <br />- <br />9 <br />" <br />HDU2 <br />HDU2 <br />2 <br />2 <br />6' <br />- <br />0 <br />" <br />1 <br />SD1 <br />2 <br />SD1 <br />5 <br />SD1 <br />HD <br />U <br />2 <br />3 <br />HD <br />U <br />2 <br />2 <br />8'-0" <br />5 <br />SD1 <br />TYP. <br />1 <br />SD1 <br />2 <br />SD1 <br />HD <br />U <br />4 <br />HD <br />U <br />4 <br />2 <br />3 <br />6'-0" <br />2 <br />SD1 <br />1 <br />SD1 <br />5 <br />SD1 <br />MIN.5" THK. CONC. SLAB <br />w/ #4 @ 12" O.C. EA WAY <br />OVER 2" SAND <br />OVER 10 MIL. VAPOR BARRIER <br />OVER 4" AGGREGATES OF 1/2" OR LARGER <br />SLAB AREA <br />3 <br />SD1 <br />TYP. <br />9 <br />SD1 <br />TYP. <br />15 <br />" <br />15" <br />15 <br />" <br />F2.0 <br />F2.0 <br />F2.0 <br />F2.0 <br />11 <br />SD1 <br />10 <br />SD1 <br />HDU2 <br />HDU2 <br />12 <br />' <br />- <br />5 <br />" <br />10'-8"5'-3" <br />TYP. <br />TYP. <br />10 <br />' <br />- <br />9 <br />" <br />15" <br />15 <br />" <br />BATH 2 <br />BATH 1 <br />W/D <br />WH <br />BEDROOM 1 <br />BEDROOM 2 <br />BEDROOM 3 <br />DINING <br />LIVING <br />REF. <br />KITCHEN <br />PANTRY <br />4X6 4X6 <br />4X <br />8 <br />4X <br />6 <br />4X <br />6 <br />4X64X6 <br />4X <br />6 <br />4X64X6 <br />4X <br />6 <br />4X <br />6 <br />RR <br />RR <br />RR RR <br />2 <br />4'-0" <br />2 <br />8' <br />- <br />0 <br />" <br />2 <br />9' <br />- <br />0 <br />" <br />2 <br />4' <br />- <br />9 <br />" <br />2 <br />6' <br />- <br />0 <br />" <br />2 <br />8'-0" <br />3 <br />6'-0" <br />4X <br />4 <br />4X <br />4 <br />4X <br />4 <br />4X <br />4 <br />4X4 <br />4X4 <br />4X <br />4 <br />4X4 <br />4X4 <br />4X4 <br />1 <br />SD2 <br />5A <br />SD2 <br />4X <br />4 <br />R1 <br />4X64X6 <br />CJ <br />4X4 <br />R2 <br />4 <br />5 1/4"X14" PSL CL'G BM <br />2 <br />SD2 <br />5A <br />SD2 <br />5B <br />SD2 <br />2 <br />SD2 <br />1 <br />SD2 <br />5B <br />SD2 <br />2 <br />SD2 <br />5A <br />SD2 <br />4 <br />SD2 <br />TYP. <br />5B <br />SD2 <br />13 <br />SD2 <br />13 <br />SD2 <br />5A <br />SD2 <br />2 <br />1 <br />3 <br />A <br />B <br />C <br />7 <br />SD2 <br />TYP. <br />10 <br />S0.1 <br />TYP. <br />1 <br />2 <br />3 <br />4X <br />4 <br />/ <br />K <br />. <br />P <br />. <br />3 1/2"X11 7/8" LSL R.B.CONT. 3 1/2"X11 7/8" LSL R.B. <br />4X <br />1 <br />0 <br />4X <br />1 <br />0 <br />4X <br />1 <br />2 <br /> <br />R <br />. <br />B <br />. <br />CJ <br />4X6 <br />5 <br />4X4/K <br />. <br />P <br />. <br />4X <br />4 <br />/ <br />K <br />. <br />P <br />. <br />11 <br />SD2 <br />W/ECCQ44 <br />8 <br />SD2 W/CCQ44 <br />8 <br />SD2 <br />W/CCQ44 <br />11 <br />SD2 <br />W/ECCQ44 <br />10 <br />SD2 TYP. <br />7 <br />SD2 <br />TYP. <br />8 <br />SD2 <br />11 <br />SD2 <br />LOW.HI. <br />8 <br />SD2 <br />4X6 <br />6 <br />SD2 <br />4X6 <br />6 <br />SD2 <br />4X4 <br />4X4 <br />2-2X4 <br />TRIM <br />4X6 <br />15A <br />SD212 <br />SD2 <br />14B <br />SD2 <br />(L=±15'-9") <br />5 <br />4 <br />3 <br />1 <br />2 <br />R E V I S I O N <br />DATE BY <br />11122 BIXLER CIR., <br />BUS: 714-928-2006 <br />EMAIL: TUNGCIVIL2018@GMAIL.COM <br />GARDEN GROVE, CA92840 <br />FAX: 714-901-9535 <br />PROFESSIONAL BUILDING <br />DESIGNS, INC. <br />THIS DRAWING AND DESIGN <br />CONCEPTS ARE PROPRIETARY TO <br />TUNG VO, M.S., P.E. <br />THE DRAWING OR DESIGN <br />CONCEPTS SHALL NOT BE USED <br />OR REPRODUCED IN THE PART <br />OR IN WHOLE WITHOUT THE <br />WRITTEN PERMISSION BY TUNG <br />VO, M.S., P.E. <br />ARCHITECTURAL - STRUCTURAL <br />MECHANICAL - ELECTRICAL - PLUMBING <br />RESIDENTIAL - COMMERCIAL - INDUSTRIAL <br />ON TIME - ON BUDGET - PROFESSIONAL WORK <br />ONE STOP SOLUTION PDC <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 /> <br /> <br />4 <br />0 <br />1 <br /> <br />W <br /> <br />J <br />o <br />n <br />q <br />u <br />i <br />l <br /> <br />R <br />d <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 />6 <br />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 24077 <br />C 69546 <br />Exp: 06/30/26 <br />TUNG THANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />10/31/2024 <br />NE <br />W <br /> <br />A <br />D <br />U <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 />& <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S1.0 <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />SOIL ENGINEER'S CERTIFICATE: <br />This plan has been reviewed and conforms to recommendations <br />of the soil report prepared for this development. <br />3-31-233-31-253/31/273/31/27 <br />4/16/2025