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E1 <br />4'-0" <br />TD1 TD1 <br />1 <br />8'-0" <br />TD1 TD1 <br />1 <br />12 <br />' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />1 <br />12 <br />' <br />- <br />0 <br />" <br />TD1 <br />TD11 <br />4'-0" <br />TD1TD1 <br />1 <br />8'-0" <br />TD1TD1 <br />1 <br />1 <br />22 <br />22 <br />2 <br />01 <br />SD1 <br />01 <br />SD1 <br />01 <br />SD1 <br />01 <br />SD1 <br />05 <br />SD1 <br />TYP. <br />05 <br />SD1 <br />TYP. <br />02 <br />SD1 <br />03 <br />SD1 <br />TYP. <br />03 <br />SD1 <br />TYP. <br />08 <br />SD1 <br />1 <br />1 <br />08 <br />SD1 <br />09 <br />SD1 W/C <br />B <br />4 <br />4 <br />W/C <br />B <br />4 <br />4 <br />09 <br />SD1 <br />09 <br />SD1 W/C <br />B <br />4 <br />4 <br />W/C <br />B <br />4 <br />4 <br />09 <br />SD1 <br /> 2'-0"SQ.X18" PAD <br />W/ (4) #4 EAC. WAY@ BOTT. <br />07 <br />SD1 <br />TYP. <br /> 2'-0"SQ.X18" PAD <br />W/ (4) #4 EAC. WAY@ BOTT. <br /> 2'-0"SQ.X18" PAD <br />W/ (4) #4 EAC. WAY@ BOTT. <br />222 <br />22 <br />2 <br />SL <br />O <br />P <br />E <br /> <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br />SL <br />O <br />P <br />E <br /> <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br />E <br />16 <br />SD1 <br />16 <br />SD1 <br />RB1 <br />1 <br />1 RR1 <br />1 1 <br />1 1 <br />孷宻 <br />孻季 <br />宋 <br />宇 <br />宕 <br />224T <br />224T <br />孷宛 <br />孹 <br />季 <br />宋 <br />宇 <br />宕 <br />孷宛孹季宋宇宕 孷宛孹季宋宇宕 <br />孷宛孹季宋宇宕孷宛孹季宋宇宕 孷宛孹季宋宇宕 <br />孷宛孹季宋宇宕 孷宛孹季宋宇宕 <br />12 <br />SD1 <br />1 <br />4'-0" <br />1 <br />8'-0" <br />1 <br />12 <br />' <br />- <br />0 <br />" <br />1 <br />12 <br />' <br />- <br />0 <br />" <br />1 <br />4'-0" <br />1 <br />8'-0" <br />5 1/4" X 11 7/8" PSL 2.2E RIDGE BM. <br />2 CJ1 <br />RB2 <br />5 1/4" X 11 7/8" PSL 2.2E RIDGE BM. <br />10 <br />SD1 <br />11 <br />SD1 11 <br />SD1 <br />10 <br />SD1 <br />10 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />13 <br />SD1 <br />66KP <br />13 <br />SD1 <br />46KP <br />19 <br />SD1 <br />46KP <br />4414 <br />SD1 44 14 <br />SD1 <br />13 <br />SD124KP <br />13 <br />SD124KP <br />4414 <br />SD1 44 14 <br />SD1 <br />R/ <br />R <br /> <br />W <br />/ <br /> <br />E <br />. <br />N <br />. <br />17 <br />SD1 <br />18 <br />SD1 <br />18 <br />SD1 <br />R/ <br />R <br /> <br />W <br />/ <br /> <br />E <br />. <br />N <br />. <br />17 <br />SD1 <br />5 1/4" X 7" PSL 1.8E CL'G BMCB1 <br />RB3 <br />1 <br />3 <br />/ <br />4 <br />" <br /> <br />X <br /> <br />7 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />L <br />S <br />L <br /> <br />1 <br />. <br />5 <br />5 <br />E <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />M <br />. <br />RB4 <br />2X <br />8 <br /> <br />D <br />F <br />L <br />2 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />M <br />. <br />46 <br />13 <br />SD124 <br />KP <br />3 1/2" X 9 1/4" PSL 2.2E RIDGE BM. <br />B1 <br />孷宛孷季宋宇宕 孷宛孷季宋宇宕 <br />4X <br />6 <br /> <br />D <br />F <br />L <br />2 <br />B2 <br />4X <br />6 <br /> <br />D <br />F <br />L <br />2 <br />B2 <br />3 1/2" X 9 1/4" PSL 2.2E RIDGE BM. <br />4X <br />6 <br /> <br />D <br />F <br />L <br />2 <br />4X <br />6 <br /> <br />D <br />F <br />L <br />2 <br />H1 <br />11 <br />SN2 <br />4611 <br />SN2 <br />06 <br />SN2 <br />TYP. <br />1 2X6 DFL #2 @ 16" O.C. ROOF RAFTERS <br />FRAMING PLAN KEYNOTES: <br />2X6 DFL #2 @ 16" O.C. CEILING JOISTS <br />SCALE: 1/4" = 1' <br />FOUNDATION PLAN <br />S-1 <br />01 <br />SCALE: 1/4" = 1' <br />FRAMING PLAN <br />S-1 <br />02 <br />2 <br />1 <br />2 12" (W) x 24" (D) CONT. FOOTING W/ (2) #5 (OR (3) #4) @TOP & BOTT. <br />5" THICK CONC.SLAB W/ #4 @18" O.C. ON CENTERS AT EA. WAY OVER 4" BASE OF 1/2" OR LARGER <br />CLEAN AGGREGATE WITH 10 MIL VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE. SLAB <br />SHALL BE TIED-IN TO CONTINUOUS 12" X 24" FOUNDATION. <br />FOUNDATION PLAN KEYNOTES: <br />INTERIOR BEARING WALL <br />SHEAR WALL <br />X <br />LEN LENGTH <br />TYPE <br />Consultant: <br />Address: <br />Address <br />Phone <br />e-mail <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />SHEET NAME <br />DATE <br />DRAWN BY: <br />CHECKED BY: <br />SHEET NUMBER <br />REVISION <br />STAMP <br />PR <br />O <br />J <br />E <br />C <br />T <br />9/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <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 />LP <br />07/22/2024 <br />HP <br /> 2 <br />7 <br />2 <br />6 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />Description Date <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 />6 <br /> 2 <br />7 <br />2 <br />6 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <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 />6 <br />FOUNDATION PLAN NOTES <br />1. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF <br />2. SEE SPECIFICATIONS ON SHEET SN1 FOR ADDITIONAL INFORMATION. <br />3. CEMENT USED IN THE FOUNDATIONS SHALL BE TYPE II. UNLESS <br />OTHERWISE REQUIRED BY THE SOIL ENGINEER. <br />4. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1 <br />8 INCH IN 10 <br />FEET. <br />5. THE FLOOR SLAB AND FOUNDATION MAY BE POURED <br />HOMOGENEOUSLY (AT THE SAME TIME), WITH A COLD JOINT <br />BETWEEN THE SLAB AND FOUNDATION, AT THE CONTRACTOR <br />DECISION. THE DETAILS DRAWN GENERALLY SHOW TWO POURS. <br />6. ANCHOR BOLTS: AT ALL EXTERIOR WALLS, INSTALL A 5 <br />8" DIA. ANC. <br />BOLTS @6'-0" O.C. U.N.O. W/ MIN. 7" EMBEDMENT AND W/ 3"x3"x0.229 <br />THK. PLATE WASHER (THE HOLE IN THE PLATE WASHER IS <br />PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO <br />1/16 INCH LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH <br />NOT TO EXCEED 1% INCHES, PROVIDED A STANDARD CUT WASHER IS <br />PLACED BETWEEN THE PLATE WASHER AND THE NUT) INCLUDING AT <br />LEAST ONE WITHIN A MAXIMUM OF 11 7/8" FROM EACH END. PLATES <br />SMALLER THAN 24" IN LENGTH, SHALL BE PROVIDED WITH AT LEAST <br />TWO ANCHOR BOLTS UNLESS OTHERWISE INDICATED ON PLANS. <br />PROVIDE ALL EXTERIOR WALLS AS INDICATED ON PLANS. SEE FLOOR <br />FRAMING PLAN FOR REFERENCE IN PROVIDING AN EXTENSION OF <br />ANCHOR BOLTS ABOVE CONCRETE. HARDWARE SHALL BE TIED <br />IN-PLACE PRIOR TO PLACEMENT OF CONCRETE. <br />7. SHOT PINS: AT ALL INTERIOR, NON-BEARING, NON SHEAR WALLS AND <br />PARTITIONS, INSTALL A 0.145" DIA. x 2.875" LONG, SHANK AND METAL <br />PLATE WASHER AT 36" O.C. ADDING ONE AT EACH END. PLATES <br />SMALLER THAN 16" OR LONGER AND INDICATED AS SHEAR WALLS, <br />PLACE TWO ADDITIONAL FAASTENERS, ONE AT 6" AND ANOTHER AT <br />10" FROM EACH END. <br />8. HOLDOWNS: SEE FOUNDATION PLAN OR FLOOR FRAMING PLAN FOR <br />REFERENCE TO HOLDOWN LOCATION AND HARDWARE EXTENSION <br />TO CONCRETE FOUNDATION. (SEE DETAILS PER PLAN FOR MORE <br />INFORMATION) <br />9. RESIDENTIAL FLOOR SLAB: PLACE SLAB REINFORCEMENT IN CENTER <br />OF SLAB. REINFORCEMENT SHALL BE CHAIRED AND TIED IN PLACE <br />PRIOR TO PLACEMENT OF CONCRETE. A VISQUEEN VAPOR BARRIER <br />SHALL BE PLACED AT ALL MOISTURE SENSITIVE FLOOR AREAS. <br />PROVIDE SEAMS WITH AT LEAST 6" OVERLAP AND SEAL TAPE. <br />10. REFER TO ARCH. DWG. FOR TOP-OF-SLAB ELEVATIONS. <br />11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS <br />AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR <br />INCONSISTENCIES WITH ANY WORK SO INVOLVED PRIOR TO <br />STARTING CONSTRUCTION <br />12. CONSULT ENGINEERING FOR TWO-POUR CONDITION. <br />13. WHERE TOP PLATE OR SOLE PLATES ARE CUT FOR PIPES, A METAL <br />TIE MINIMUM 0.058" THK. AND 1 1/2" WIDE SHALL BE FASTENED TO <br />EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT <br />LESS THAN 6-6d NAILS. <br />14. ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD <br />SPACING ARE TO BE FIXED IN PLACE FOR THE FOUNDATION <br />INSPECTION. INDICATE HOLD-DOWN LOCATIONS, ANCHOR BOLTS <br />WITH NON-STANDARD LENGTH OR SPACING. <br />15. THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A <br />SPECIFIED COMPRESSIVE STRENGTH NO GREATER THAN 2500 PSI. <br />SPECIAL INSPECTION WILL NOT BE REQUIRED. <br />16. FASTENERS AND CONNECTORS TO BE GALVANIZED FOR <br />PRESERVATIVE TREATED WOOD. <br />FRAMING NOTES <br />1. REFER TO STRUCTURAL GENERAL NOTES SHEET SN1 FOR MORE <br />INFORMATION <br />2. SEE 10/SN2 FOR FLOOR & ROOF DIAPHRAGM, <br />a. ROOF SHEATHING: AS PER R602 C.R.C. 15/32" PLYWOOD W/ 8d <br />@6:6:12 (COMMON NAIL) PANEL SPAN RATING 24/0 OR BETTER <br />b. FLOOR SHEATHING: 23/32" PLYWOOD W/10d @ 6:6:12 (COMMON <br />NAIL) PANEL SPAN RATING 32/16 OR BETTER <br />3. MULTIPLE ELEMENT MEMBERS (i.e. DBL JOISTS, DBL. STUDS, etc.) <br />SHALL BE NAILED TOGETHER W/16d's @8" O.C. STAGGERED. BEAMS <br />COMPOSED OF MULTIPLE PIECES (4x OR LARGER) SHALL BE <br />BOLTED TOGETHER W/ 5/8"Ø M.B.'S @16" O.C. STAGG. <br />4. WALL STUDS: <br />a. SIZE OF EXTERIOR AND INTERIOR STUD WALLS SHOULD MATCH <br />WITH ARCHITECTURAL DRAWINGS. <br />b. CONSIDER THE FOLLOWING MINIMUM REQUIREMENTS: <br />xxx ALL INTERIOR WALLS SHALL BE 2x4 STUDS @16" O.C., U.N.O. <br />xxx WALLS W/ UNSUPPORTED HEIGHT OF MORE THAN 10'-0", SHALL <br />BE 2x6 STUDS @16" O.C. <br />5. WHERE HANGERS ARE NEEDED, WHETHER INDICATED ON PLAN OR <br />NOT, U.N.O. SEE "U" OR "LB" HANGERS FOR JOISTS/RAFTERS, & <br />"HU" OR "HW" HANGERS FOR BEAMS OR MULTIPLE JOISTS. <br />6. WHERE SHEAR WALLS ARE THRU WALLS AS INDICATED ON PLANS, <br />SHEAR MATERIAL SHALL BE CONT. THRU WALLS. <br />7. ALL POSTS/MULTIPLE STUDS IN WALLS SHALL RECEIVE EDGE <br />NAILING FROM WALL SHEATHING. ALL BEAMS, DRAG GIRDER <br />TRUSSES SHALL RECEIVE BOUNDARY NAILING FROM SHEATHING. <br />8. WHENEVER A DETAIL IS CALLED ON A WALL LINE (FOR EXAMPLE, <br />1/SD1 WITH A35'S @24" O.C.), IT NEEDS TO BE APPLIED TO THE FULL <br />LENGTH OF THAT WALL. NOT JUST AT THE SPOST IT IS KEYED OUT <br />OR JUST AT SHEAR PANEL PORTION OF THE WALL. <br />9. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING, <br />FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO <br />SUPPORTS. <br />10. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A <br />METAL TIE MINIMUM 0.058" THK. AND 1 1/2" WIDE SHALL BE <br />FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE <br />OPENING WITH NOT LESS THAN 6-16d NAILS. <br />11. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECT <br />DRAWINGS. <br />FOUNDATION PLAN <br />S1 <br />FRAMING PLAN <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />220 <br />2022 CALIFORNIA BUILDING CODE (1), (3) <br />SHEAR WALL SCHEDULE <br />PANEL <br />TYPE <br />SHEAR <br />8 d's <br />@ 4" O.C. <br />NAILING <br />(COMMON) <br />EDGE <br />8 d's <br />@ 6" O.C. <br />3/8" APA <br />rated <br />rated <br />3/8" APA <br />SHEATHING <br />8 d's <br />@ 12" O.C. <br />@ 12" O.C. <br />8 d's <br />FIELD <br />(COMMON) <br />NAILING <br />(4) (2)@ 4" O.C. <br />@ 6" O.C. @ 16" O.C. <br />@ 12" O.C. <br />@ 24" O.C. <br />@ 16" O.C. <br />FRAMING CLIPS A35's, <br />LS50's OR LTP5's <br />(5), (6)(8) <br />260 <br />320 <br />380 <br />(9) <br />(7) <br />(7) <br />SILL PLATE CONNECTION <br />SINKER <br />16d's SCREWS <br />RIM BOARDLSL & DF <br />1/4"Øx6" <br />SDS SCREWS <br />RIM BOARDLVL <br />1/4"Øx6" <br />SDS <br />@ 14" O.C. <br />@ 10" O.C. <br />1 <br />2 <br />NOTE: REFER TO SHEAR WALL SCHEDULE ON SHEET SN1 <br />FOR DETAILS AND NOTES NOT SHOWN <br />2X4 @16" O.C. STUD WALL <br />XX <br />X <br />ANCHOR BOLT SPACING (IN) <br />NUMBER OF ANCHOR BOLTS <br />NOTES: <br />1. SCARIFY TOP 12" OR RECOMPACT 4' OVEREXCAVATION PRIOR TO TRENCHING FOR THE UTILITY <br />AND/ OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUDNATION <br />INSPECTION. DAMP PROOFING, BASE COURSE AND PRE-SATURATION ARE REQUIRED. <br />2. ALL CONCRETE SHALL BE f'c = 2500 PSI MIN. WITH TYPE V CEMENT. MAXIMUM WATER CEMENT <br />RATIO OF 0.45. <br />3. LINE AND GRADE CERTIFICATE SHALL BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO <br />FOUNDATION INSPECTION. <br />4. SOIL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING INSPECTOR AT THE TIME OF <br />FOUNDATION INSPECTION FOR ALL NEW CONSTRUCTION AND/OR ADU PROJECTS. <br />NOTES: <br />1. WHEN SOLAR PANEL IS REQUIRED, SOLAR PLANS SHALL BE REVIEWED AND APPROVED BY <br />BUILDING DIVISION PRIOR TO ROOF SHEATHING INSPECTION. <br />224 2-2X4 STUDS <br />44 4X4 DFL#2 POST <br />46 4X6 DFL#2 POST <br />TD1 SIMPSON HDU2 24T 2X4 TRIMMER <br />224T 2-2X4 TRIMMER <br />66 6X6 DFL#1 POST <br />CALIFORNIA FRAMING <br />SIGNED DATE: 9/30/2024 <br />SOIL ENGINEER REVIEW 2/21/25 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025