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(E) CONC. SLAB <br />(E) CONC. SLAB <br />(E) FOOTING <br />(E) FOOTING <br />SD1 <br />7 <br />TYP. <br />A <br />1 2 <br />B <br />(E <br />) <br /> <br />S <br />H <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />TO <br /> <br />B <br />E <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />E <br />D <br />(E) SHEAR WALL <br />TO BE REMAINED <br />(E <br />) <br /> <br />S <br />H <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />TO <br /> <br />B <br />E <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />E <br />D <br />(E) SHEAR WALL <br />TO BE REMAINED <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E) HDR <br />(E) HDR <br />(E) R.R.(E) R.R. <br />(E <br />) <br /> <br />R <br />. <br />R <br />. <br />(E) C.J. <br />(E) R.R. <br />(E <br />) <br /> <br />R <br />. <br />R <br />. <br />(E <br />) <br /> <br />R <br />. <br />R <br />. <br />(E <br />) <br />A <br />1 2 <br />B <br />(E <br />) <br /> <br />S <br />H <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />TO <br /> <br />B <br />E <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />E <br />D <br />(E) SHEAR WALL <br />TO BE REMAINED <br />(E <br />) <br /> <br />S <br />H <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />TO <br /> <br />B <br />E <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />E <br />D <br />(E) SHEAR WALL <br />TO BE REMAINED <br />SD1 <br />7 <br />TYP. <br />1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR <br />MORE INFORMATION. <br />4. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. <br />5. USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. <br />CONTACT FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW <br />AND APPROVAL. <br />3. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST <br />BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT <br />PLATES. <br />2. ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG-TIE OR APPROVED <br />EQUIVALENT. <br />DENOTES SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />X <br />SDX DENOTES DETAIL NUMBER DETAIL SHEET NUMBER <br />DENOTES CALIFORNIA FRAMING <br />X <br />X'-X" <br />7. CRC CH6 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: <br />8. BEARING STUD HEIGHTS: <br />DENOTES INDICATES ROOF RAFTERS/ F.J., SEE PLAN FOR SIZE & <br />SPACING. <br />X <br />6. USE 2X TRIMMER FOR HEADERS LESS THAN 6'-0" AND (2)2X FOR 6'-0" TO 10'-0" LONG <br />SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED <br />@ EACH END OF HEADER. SEE PLANS FOR HEADERS LARGER THAN 10'-0" LONG. <br />INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />9. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER <br />DETAIL 1/SD1. <br />DENOTES BEARING WALLS, SEE PLAN. <br />DENOTES INDICATES CEILING JOISTS/ F.J., SEE PLAN FOR SIZE & <br />SPACING. <br />10. REFER TO DETAIL 5/SD1 FOR TYPICAL DIAPHRAGM SHEATHING LAYOUT AND NAILING <br />PATTERN. <br />11. PROVIDE 2X BLK'G @ CEILING JOIST NOT SUPPORTED LATERALLY BY JOIST. <br />DENOTES POST OR TRIMMER AS NOTES <br />REMOVE WALL <br />FRAMING NOTES <br />-2x4's @ 16" o.c. maximum 14'-0" height <br />-2x6's @ 16" o.c. maximum 20'-0" height <br />-2x4's @ 16" o.c. maximum 10'-0" height <br />-2x6's @ 16" o.c. maximum 16'-0" height <br />SYMBOL LEGEND <br />DENOTES BEAM NUMBER, REFER TO CALCULATIONS. <br />DENOTES FOOTING <br />DENOTES DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />DENOTES PADP2424 <br />NEW WALL <br />FOUNDATION NOTES <br />1. REFER TO S0 SHEETS FOR MORE INFORMATION. <br />4. CONCRETE COMPRESSIVE STRENGTH SHALL BE f'c = 4500 PSI (U.N.O.) <br />3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF EPOXY. <br />2. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY <br />TO ENG. OF RECORD FOR ALL DISCREPANCIES. <br />PAD SCHEDULE <br />82 <br />0 <br /> <br />N <br /> <br />E <br />u <br />c <br />l <br />i <br />d <br /> <br />S <br />t <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 />3 <br />DATE REVISIONS <br />SHEET NAME: <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />PLAN CHECK # <br />JOB NO: <br />JA <br />D <br />U <br />DATE: <br />SCALE: AS INDICATED <br />DESIGNER: N/A <br />SHEET <br />S1.0 <br />JADU <br />FOUDATION PLAN <br />FRAMING PLAN <br />SCALE: <br />PARTIAL FOUDATION PLAN <br />1/4" = 1'-0" <br />SCALE: <br />PARTIAL ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />SHEAR <br />PANEL <br />TYPE <br />SHEATHING <br />(8) <br />EDGE <br />NAILING <br />(COMMON) <br />FIELD <br />NAILING <br />(COMMON) <br />(9) <br />ALLOWABLE <br />SHEAR <br />(PLF) <br />SILL PLATE <br />CONNECTION <br />16D'S <br />SINKER <br />1/4"ØX6" <br />SDS <br />SCREWS <br />5/8" Ø <br />A.B. SPC'G <br />2X <br />FRAMING CLIPS <br />A35'S. LS50'S OR <br />LTP4'S <br />(5), (6) <br />PANEL <br />JOIST <br />A 8 D'S <br />@ 6" O.C. <br />8 D'S <br />@ 12" O.C. <br />260 (7) <br />220 <br />@ 6" O.C.@ 16" O.C.48"@ 24" O.C. <br />B 3/8" APA <br />RATED <br />8 D'S <br />@ 4" O.C. <br />8 D'S <br />@ 12" O.C. <br />380 (7) <br />320 <br />@ 4" O.C.@ 12" O.C.42"@ 16" O.C. <br />3/8" APA <br />RATED <br />8 D'S <br />@ 3" O.C. <br />8 D'S <br />@ 12" O.C. <br />490 (7) <br />410 <br />(10) <br />@ 3" O.C.36"(10) <br />@ 8" O.C. <br />3/8" APA <br />RATED <br />8 D'S <br />@ 2" O.C. <br />8 D'S <br />@ 12" O.C. <br />640 (7) <br />530 <br />24" <br />(10) <br />@ 8" O.C. <br />(10) <br />@ 2" O.C. <br />(10) <br />@ 6" O.C. <br />15/32" APA <br />RATED <br />STRUCTURAL <br />10 D'S <br />@ 2" O.C. <br />10 D'S <br />@ 12" O.C.870 18" <br />(10) <br />2 ROWS <br />STAGG. <br />@3" O.C. <br />(10) <br />@ 5" O.C. <br />(10) <br />@ 8" O.C. <br />(10) <br />@ 6" O.C. <br />(1)SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASE. <br />(2)PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. <br />(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. <br />(4)PERIODIC SPECIAL INSPECTION IS REQUIRED. <br />(5)USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O) <br />(6)USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLAN. <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 />(10)FOR DOUBLE SIDED SHEAR PANELS: <br />a.USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES , & <br />b.USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, <br />FOR TYPES & <br />c.SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE SPACING, <br />FOR TYPES , & <br />(II)APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT <br />PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. <br />C D E <br />D E <br />C D E <br />(4) (2) <br />C <br />(4) (2) <br />D <br />(4) (2) <br />E <br />(4) (2) <br />3/8" APA <br />RATED <br />FRAMING <br />SILL <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />3X <br />3X <br />3X <br />SHEARWALL SCHEDULE <br />2022 CALIFORNIA BUILDING CODE (1), (3) <br />EXP: 09/30/2025 <br />FLOOD ZONE- 820 N <br />Euclid St Unit #15/8/2025