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USE SIMPSON LUS HANGER FOR FLOOR JOIST TO FLUSH BEAM CONNECTION U.N.O. <br />HOLES) FOR BEAM TO BEAM CONNECTIONS, U.N.O. <br />USE SIMPSON FULL DEPTH HU-HANGER (MAX - FILL ALL HOLES INCLUDING TRIANGLE <br />BEARING HEADERS SPANNING 8'-0" OR MORE SHALL HAVE AT LEAST 2-2x TRIMMER <br />INSTALL MIN. ST22 AT TOP PLATES, UNO ON PLANS, AT ALL 2X4 TO 2X6 WALL <br />ALL SHEAR CONNECTORS AND BLOCKING AT PLATE LEVEL MUST BE INSTALLED PRIOR <br />NOT USED <br />BALLOON FRAME INDICATES WALL CONT. FROM SILL PLATE TO TOP PLATE DIRECTLY <br />FOR ALL CS COILED STRAPS USE 8d NAILS ON EVERY OTHER NAIL HOLE. <br />TRANSITIONS AND AT ALL PLATE BREAKS. <br />BELOW ROOF SHTG. <br />CONTINUOUS TO THE SOLE PLATE AND 2-2X KING STUDS, U.O.N. <br />ROOF SHEATHING SHALL BE AS SPECIFIED ON SHEET S-0. <br />TO THE INSTALLATION OF ROOF SHEATHING. <br />INTERIOR NON-BEARING WALL TOP PLATE SHALL BE 1x4 OVER 2x4. <br />THE SPECIFICATIONS, GENERAL NOTES ON SHEET S-0, GENERAL STRUCTURAL DETAILS <br />ON STRUCTURAL DETAIL SHEETS AND THE FOLLOWING APPLY TO THE WORK OF THE <br />ALL WALLS ARE TO BE 2x4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. <br />CONTRACTOR SHALL CHECK ROOF FRAMING DIMENSIONS AGAINST THE ARCHITECTURAL <br />PLAN AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY OMISSIONS AND/OR <br />SEE ARCHITECTURAL PLANS FOR LOCATIONS OF 2x6 PLUMBING WALLS. <br />DISCREPENCIES BEFORE STARTING WORK. <br />ROOF FRAMING <br />14. <br />13. <br />12. <br />8. <br />7. <br />9. <br />10. <br />11. <br />3. <br />4. <br />6. <br />5. <br />2. <br />1. <br />FRAMING LEGEND <br />FRAMING NOTES <br />INDICATES CANTILEVERED FLOOR JOISTS @ 16" O.C. U.N.O. <br />INDICATES FLOOR JOISTS @ 16" O.C. U.N.O. <br />INDICATES 2X ROOF RAFTER OR MANUFACTURED TRUSS @ 24" O.C. <br />ANCHOR BOLT SCHEDULE FOR MORE INFORMATION. <br />AND LENGTH OF PANEL. REFER TO SHEAR WALL SCHEDULE AND <br />SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION <br />AS SPECIFIED ON SHEET S0. <br />WITH 3/4" THICK FLOOR SHEATHING <br />INDICATES 2X CEILING JOIST <br />INDICATES CONTINUOUS POST FROM SILL PLATE TO TOP PLATE <br />INDICATES MINIMUM SHEAR PANEL LENGTHS BETWEEN OPENINGS <br />INDICATES SHEAR PANEL APPLIED TO ENTIRE WALL, INCLUDING <br />INSTALL ANCHOR BOLTS ALONG FULL LENGTH OF WALL <br />ABOVE AND BELOW WALL OPENING PER DETAIL 5/S4 <br />IF IT IS AT FIRST FLOOR. <br />5. <br />3. <br />4. <br />2. <br />1. <br />CJ <br />RR <br />CON <br />T <br />. <br />4x4 <br />6. <br />8. <br /># <br />TOTAL NUMBER OF EQUALLY SPACED A35's REQUIRED ON THE <br />ENTIRE WALL LENGHT. AS ALTERNATE TO A35, USE (3) LS50 OR <br />(3) LTP4 IN LIEU OF EACH SET OF (4) A35's. <br />TRUSS HANGER BY TRUSS <br />9. <br />10. <br />PROVIDE SOLID BLOCKING11. <br />BEARING WALL <br />INDICATES BEAM NUMBER13. <br />11 <br />12 <br />12. <br /># <br />ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) <br />AND PROVIDE SOLID BLOCKING BETWEEN FLOOR <br />( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) <br />14.14 <br />TYP <br />LENGTH <br />TYP <br />LENGTH <br />CANT. <br />FJ <br />FJ# <br /># <br />SHEAR WALL SCHEDULE <br />EDGE AND 12" O.C. FIELD. <br />SHTG. W/ 10d NAILS @ 2" O.C. <br />15/32" STRUCTURAL I <br />EDGE AND 12" O.C. FIELD. <br />SHTG. W/ 10d NAILS @ 3" O.C. <br />15/32" STRUCTURAL I <br />(1) <br />(1) <br />2X <br />3X <br />3X <br />2X2X 6" <br />2X <br />2X <br />2X <br />2X <br />2" <br />24"260 <br />8" <br />6" <br />665 <br />870 <br />EDGE AND 12" O.C. FIELD. <br />SHTG. W/ 10d NAILS @ 4" O.C. <br />15/32" STRUCTURAL I <br />15/32" STRUCTURAL I <br />SHTG. W/ 10d NAILS @ 6" O.C. <br />EDGE AND 12" O.C. FIELD. <br />CONSTRUCTION <br />SHEAR <br />No. <br />WALL <br />SHEAR TRANSFER <br />CENTER TO CENTER <br />2X <br />3X <br />PLATE <br />SILL <br />2X <br />2X <br />2X <br />2X <br />4" <br />3" <br />MIN. <br />AT FLOOR <br />OR RIM <br />BLOCKING <br />PLATE <br />SOLE <br />16d <br />16" <br />8" <br />340 <br />510 <br />SPACING <br />A35 <br />CAPACITY <br />SHR WALL <br />(plf) <br />EDGE AND 12" O.C. FIELD. <br />W/ 8d NAILS @ 6" O.C. <br />3/8" SHEATHING <br />(1) <br />2 <br />3 <br />4 <br />5 <br />1 <br />EDGE AND 12" O.C. FIELD. <br />SHTG. W/ 10d NAILS @ 4" O.C. <br />15/32" STRUCTURAL I <br />3X 2X2X SDS 9803D1/4x6 @ 4" <br />BOTH SIDE <br />@ 8" <br />(2) ROWS <br />STAGG @3" <br />AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3 INCHES (OR LESS) ON CENTER. <br />FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER <br />USE THE "NO SHEAR" TRANSFER SCHEDULE AT ALL NON-SHEAR WALLS. <br />ALL WOOD SHEAR PANELS SHALL BE C-D, C-C PLYWOOD OR OSB. <br />ALL WOOD SHEAR PANELS SHALL BE NAILED WITH COMMON NAILS. <br />A35F OR LTP4 MAY BE SUBSTITUTED FOR A35 CONNECTORS. <br />SHEATHING SHALL HAVE FRAMING OR BLOCKING AT ALL EDGES OF ALL SHEETS IN SHEARWALLS. <br />FOOT NOTES: <br />GENERAL NOTES: <br />ALL ANCHOR BOLTS REQUIRE SQUARE PLATE WASHERS. REFER TO S-0 FOR SIZE. <br />HOT DIPPED GALVANIZE CONNECTORS/FASTENERS REQUIRED WHEN IN CONTACT WITH PRESSURE <br />TREATED LUMBER SEE S-0 FOR REQUIRED SPECIAL INSPECTIONS. <br />ANCHOR BOLTS AND PLATE WASHERS SHALL BE GALVANIZED STEEL. <br />FRAMING SCHEDULE <br />R1 2X6 ROOF RAFTERS @ 16" O.C. <br />R2 2X8 ROOF RAFTERS @ 16" O.C. <br />C1 2X6 CEILING JOISTS @ 16" O.C. <br />C2 2X8 CEILING JOISTS @ 16" O.C. <br />E EXISTING STRUCTURE. <br />(N)BEDROOM (N)M.BEDROOM <br />(N)BEDROOM <br />dish <br />washer <br />(N)KITCHEN <br />NEW ADU <br />(UNIT 2) <br />LIVING AREA <br />= S.T <br />(N)LIVING <br />(N)PORCH <br />36 sq.ft. <br />W <br />DC.L. <br />C.L. <br />(N)BATH <br />(N)BATH <br />3-INCH MIN <br />CONCRETE PAD <br />22X30 <br />ATTIC <br />ACCESS ATTIC <br />C.L. <br />WH <br />(N) 50-GALLON <br />WATER HEATER <br />CONDENSER <br />UNIT <br />AIR HANDLER <br />SOLAR AREA <br />DC SYSTEM SIZE: 2.38 (kwdc) <br />AZIMUTH: 150-270o <br />TILT: <= 7:12 <br />2-2x6 HDR.2-2x6 HDR. <br />4X <br />8 <br /> <br />H <br />D <br />R <br />. <br />2-2x6 HDR. <br />2-2x6 HDR.2-2x6 HDR. <br />2- <br />2 <br />x <br />6 <br /> <br />H <br />D <br />R <br />. <br />2- <br />2 <br />x <br />6 <br /> <br />H <br />D <br />R <br />. <br />2- <br />2 <br />x <br />6 <br /> <br />H <br />D <br />R <br />. <br />R1 <br />R1 <br />3 1/2"x11 1/4" LSL (1.55E) CL'G BM <br />24X <br />4 <br />2-2x6 HDR. <br />2X10 RIDGE BOARD <br />2- <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br />2- <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br />2X6 <br />2X6 <br />LU <br />2X <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />R1 <br />R1 <br />2X <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />2X10 RIDGE BOARD <br />2X <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />2X <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />1 <br />14 <br />' <br />- <br />6 <br />" <br />4X6 <br />1 <br />4' <br />- <br />0 <br />" <br />4X6 <br />1 <br />3' <br />- <br />0 <br />" <br />1 <br />4' <br />- <br />0 <br />" <br />1 <br />3' <br />- <br />0 <br />" <br />4X <br />6 1 <br />16'-0" <br />4X <br />4 <br />4X4 <br />2 <br />7' <br />- <br />6 <br />" <br />4X4 <br />4X4 <br />1 <br />14'-0" <br />4X <br />4 <br />2 <br />8'-0" <br />4X <br />4 <br />CBA <br />3 <br />2 <br />1 <br />2X <br />8 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />R1 R1 <br />4X8 DROP <br />2-2 <br />X <br />4 <br />2-2 <br />X <br />4 <br />4X <br />6 <br /> <br />D <br />R <br />O <br />P <br />2-2X4 <br />4X <br />6 <br /> <br />D <br />R <br />O <br />P <br />2-2X4 <br />4 <br />S4 <br />11 <br />S4 <br />11 <br />S4 <br />11 <br />S4 <br />2 <br />S4 <br />8 <br />S4 <br />8 <br />S4 <br />1 <br />S4 <br />4 <br />S4 <br />3 <br />S4 <br />(BOT. @ 9'-0"±) <br />4 <br />S4 <br />2 <br />S4 <br />EN <br />D <br /> <br />R <br />. <br />R <br />. <br /> <br />W <br />/ <br />E <br />. <br />N <br />. <br />7 <br />S4 <br />2 <br />S4 HI. <br />LOW. <br />1 <br />S4 <br />4 <br />S4 <br />2 <br />S4 <br />1 <br />S4 <br />4 <br />S4 <br />3 <br />S4 <br />13 <br />S4 <br />15 <br />S4 <br />15 <br />S4 <br />6 <br />S4 <br />2X <br />R <br />. <br />R <br />. <br /> <br />W <br />/ <br />E <br />. <br />N <br />. <br />6 <br />S4 <br />9 <br />S4 <br />10 <br />S4 <br />12 <br />S4 <br />2X BLOCKING W/E.N. <br />(3-BAY) <br />16 <br />S4 <br />5 <br />S4 <br />1 <br />C1 <br />C1 <br />C1 <br />(L <br />= <br /> <br />8 <br />' <br />- <br />0 <br />" <br />) <br />2-2x6 HDR. <br />8 <br />S4 <br />17 <br />S4 3 <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />2-2x6 HDR. <br />* CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE REISTING <br />SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN <br />STATEMENT OF RESPONSIBILITY TO THE CITY INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT <br />OF WORK ON SUCH SYSTEM OR COMPONENT. <br />* CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, <br />CONCRETE STRENGTH F'c >2500 PSI, HIGH STRENGTH BOLTING. <br />* FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE CITY FOR (STRUCTURAL STEEL, REINFORCING <br />STEEL, LIGHT GAUGE STEEL). CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. <br />* SHOP WELDS MUST BE PERFORMED IN AN APPROVED LICENSED FABRICATOR'S SHOP. <br />* APPROVED LICENSED FABRICATOR IS REQUIRED FOR (STRUCTURAL STEEL). <br />* GLUE LAM BEAMS MUST BE FABRICATED IN AN APPROVED LICENSED SHOP. IDENTIFY GRADE SYMBOL <br />AND LAMINATION SPECIES PER T 5-A, 2018 NDS SUPP. <br />* HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. <br />* HOLD-DOWNS SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE HALF WRENCH TURN JUST <br />PRIOR TO COVERING THE WALL FRAMING. <br />* PRIOR TO THE CONSTRUCTION OF THE NEW FOUNDATION, VERIFICATION IS REQUIRED TO SHOW THAT THE <br />NEW FOUNDATION SYSTEM MATCHES THE EXISTING. EXCAVATION AT THE CORNER OF THE EXISTING BUILDING, <br />OTHER THAN THE CORNER OF GARAGE, TO EXPOSE THE BOTTOM OF THE FOOTING FOR VERIFICATION OF THE <br />TYPE OF THE EXISTING FOUNDATION SYSTEM BY THE FIELD INSPECTOR IS REQUIRED AT FIRST INSPECTION. <br />* WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER <br /> ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE <br /> WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS <br /> AT ALL PANEL EDGES SHALL BE STAGGERED. <br />* STATEMENT OF SPECIAL INSPECTIONS: PER CBC 1704.2.3 AND AS DEFINED IN CBC 1704.3. NOT ONLY SHOULD THIS LIST <br /> ALL SPECIAL INSPECTION AND STRUCTURAL TESTING ITEMS THAT ARE REQUIRED BY THE CBC, BUT ALSO DETAIL THE EXTENT <br /> AND FREQUENCY OF THE INSPECTIONS/TESTS. <br />* STRUCTURAL LUMBER SHALL COMPLY WITH DOC PS20. <br />WOOD STRUCTURAL PANEL SHALL COMPLY WITH DOC PS1 OR DOC PS2. <br />* PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ITEMS: I.E. CONCRETE, SHEAR WALLS, ROOF & FLOOR <br />SHEATHING NAILING <4" OC, FIELD WELD (IF ANY) EXCAVATION COMPACTION, EPOXY DOWELS, EPOXY & <br />EXPANSION ANCHORS. <br />1112 W 6TH ST, <br />SANTA ANA, CA 92703 <br />TEL.: ( ) - <br />MARK <br />OWNER: <br />SHEET TITLE: <br />NOTES: <br />PROJECT NUMBER: <br />DRAWN BY: <br />CHECK BY: <br />DATE DESCRIPTION <br />GRAPHIC SCALE: <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />11 <br />1 <br />2 <br /> <br />W <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <br />, <br />SA <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 />3 <br />A 10.28.2024 PLAN CHECK+CLIENT REV. <br />SCALE 1/4"=1'-0" <br />PROPOSED FRAMING PLAN <br />S-2 <br />PROPOSED FRAMING PLAN <br />& FRAMING NOTES <br />1112 W 6TH ST <br />11/3/2024 3:57:40 PM