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PROJECT CONTACT <br />OWNERSHIP <br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING <br />CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING <br />OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS <br />AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY <br />KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF <br />CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL <br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS <br />SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO <br />THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE <br />OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN <br />CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. <br />DESCRIPTIONDATEDELTA <br />CONVERT 439 SQ.FT <br />GARAGE TO JADU <br />(1 BEDROOMS, <br />1 BATHROOMS, <br />1KITCHEN ) <br />C <br />NAHT NEYUGNC <br />IVI L <br />H . <br />A <br />LACF <br />No. C81016 <br />Exp. 9/30/23 <br />OETTSA INROFI <br />THANH NGUYEN <br />01/12/25 <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />REGISTERED PROFESS IONAL ENGINEER <br />DATE <br />2 11/22/2024 2nd Plan Check <br />3 12/26/2024 3rd Plan Check <br />20 <br />1 <br />9 <br /> <br />W <br /> <br />C <br />a <br />m <br />d <br />e <br />n <br /> <br />P <br />l <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 />4 <br />CO <br />N <br />V <br />E <br />R <br />T <br /> <br />G <br />A <br />R <br />A <br />G <br />E <br />TO <br /> <br />J <br />A <br />D <br />U <br />DOUBLE TOP PLATE <br />SILL PLATE <br />NOTE : <br />WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA <br />STRAP W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR <br />WALLS SHALL NOT BE NOTCHED UNLESS SPECIFICALLY <br />DETAILED. <br />8" MAX <br />@ SHEAR WALL <br />END OF SILL PL <br />END OF SILL PL <br />NOTE : <br />WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE ANCHOR BOLT EA <br />SIDE OF NOTCH PER END REQUIREMENT. NO MORE THAN ONE NOTCH IS <br />PERMITTED IN EVERY 12'-0" @ SHEAR WALL <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />2D <br />MIN. <br />D <br />D/ <br />2 <br />D/ <br />2 <br />DRILLED HOLE <br />"B" <br />"B <br />" <br />D/ <br />3 <br />8) 16D SIDE OF <br />NOTCH (4PL) <br />5"3"5" <br />MAX. <br />NOTCH <br />D/ <br />2 <br />MA <br />X <br />. <br />2D <br />MIN. <br />D/ <br />3 <br />D/ <br />2 <br />D/ <br />2 <br />D <br />PLATE NOTCH AT NON SHEARWALL <br />DBL. TOP PLATE2-16d TOE NAIL <br />1/ <br />2 <br />" <br />GA <br />P <br />2x4 FLAT @ 48" O.C. <br />CEILING WHERE <br />OCCURS <br />2x6 BRACING W/ (3)16d EA END <br />@ 8'-0" WHERE WALL IS: <br />2x4 AND H> 14'-0" <br />2X6 AND H> 22'-0" <br />PROVIDE 2x6 CONT. <br />@ MIDSPAN WHERE BRACE <br />EXCEEDS 6'-0" W/(2) 16d <br />FLOOR LINE <br />H <br />TOP OF PARTITION PARALLEL <br />TO JOISTS <br />DBL. TOP PLATE <br />1/ <br />2 <br />" <br />GA <br />P <br />CEILING WHERE <br />OCCURS <br />FLOOR LINE <br />H <br />TOP OF PARTITION <br />PERPENDICULAR TO JOISTS <br />SIMPSON DTC <br />(SLOT VERTICAL) <br />AT EA JOIST <br />OR RAFTER <br />GAP <br />CEILING WHERE <br />OCCURS <br />1/2" <br />SIMPSON DTC <br />(SLOT VERTICAL) <br />CLIP @ EA RAFTER <br />SIMPSON STCT CLIP (SLOTS <br />VERTICAL) WHERE <br />REQUIRED <br />@ EA RAFTER <br />TOP OF PARTITION TO CONC. SLAB <br />1/ <br />2 <br />" <br />GA <br />P <br />CEILING WHERE <br />OCCURS <br />4x W/ 1/2" Ø HILTI KH-EZ <br />@48" O.C. <br />W/ 5" EMBED EA SIDE <br />DBL. TOP PLATE <br />SLAB PER PLAN <br />PARTITION WALL (NON-BEARING/NON-SHEARWALL) <br />CONCRETE FLOOR <br />CONDITION <br />WOOD FLOOR <br />CONDITION <br />1'-0" <br />MIN <br />PARTIAL SHEET AT <br />WALL END ONLY <br />STAGGER HORIZ. PANEL JOINTS, TYP OR <br />USE FULL HEIGHT SHEETS WHERE <br />POSSIBLE <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />WH <br />E <br />R <br />E <br />RE <br />Q <br />' <br />D <br />7"MI <br />N <br />. <br />EDGE NAIL TO <br />TOP PLATES <br />STAGGER NAILS <br />FULL SIZE <br />PLYWOOD <br />SHEET TYP. <br />U.N.O. <br />POST AT HD <br />EDGE NAIL TO <br />HOLD DOWN <br />POST <br />ANCHOR <br />BOLTS SEE <br />SCHEDULE <br />EDGE NAIL TO <br />SILL <br />BLK'G AT PAN <br />EDGES SAME <br />SIZE AS PANEL <br />EDGE STUD <br />FIELD NAILING <br />@12" O.C. <br />EDGE NAIL AT <br />PANEL EDGES <br />TYP STUDS <br />PLYWOOD <br />FACE GRAIN <br />PARALLEL <br />TO STUD <br />EDGE NAIL TO <br />SILL PLATE <br />SILL PLATE <br />NAILING <br />A35 SEE SHED. <br />TYPICAL SHEARWALL FRAMING ELEVATION <br />SHEARWALL <br />WHERE OCCURS <br />1/2"1/2" <br />SILL PLATE ANCHORAGE <br />PER SHEARWALL SCHEDULE <br />CONCRETE SLAB OR <br />PRECAST PLANK <br />MAX. <br />@SHEARWALL <br />APPLICABLE NOTE 2 <br />MAX. <br />@SHEARWALL APPLICABLE <br />NOTE 2 <br />SHEARWALL SHEATHING SEE <br />PLAN AND SCHEDULE <br />PLATE WASHER <br />3 GA x 3 x 3- .23 MIN THICKNESS <br />NOTES: <br />1. INSTALL SILL PLATE ANCHORAGE AS SHOWN AND AT SPACING <br /> INDICATED IN WOOD SHEARWALL BASE CONNECTION SCHEDULE. <br />2. STAGGER ANCHORS AT DOUBLE SIDE SHEARWALL <br />WOOD SHEARWALL SILL PLATE ANCHORAGE <br />16d @24" O.C. TYP. <br />DOUBLE STUDS DOUBLE STUDS <br />WALL INTERSECTION <br />NOTCHING & BORING - CONV. JOIST <br />NOTES: <br />1) FOR SOLID SAWN JOISTS, NOTCHED TO BE @ OUTER 1/3 SPAN ONLY. <br />2) MAINTAIN MIN. 6" SPACING BETWEEN NOTCHES/ BORED HOLES. <br />JOIST DEPTH <br />MAX <br />2" CLEAR TO <br />EDGE OF JOIST. <br />1/3 OF JOIST <br />DEPTH MAX. <br />1/6 OF JOIST <br />DEPTH MAX. <br />1/3 OF JOIST <br />SPAN MAX. <br />PIPE OR <br />CONDUIT.1/6 OF JOIST <br />DEPTH MAX. <br />1/3 OF JOIST <br />DEPTH MAX. <br />1/3 OF JOIST <br />SPAN MAX. <br />JOIST DEPTH. <br />40% MAX. STUD <br />WIDTH NOTCH <br />60% MAX. STUD <br />WITH BORE <br />40% MAX. STUD <br />WIDTH NOTCH <br />60% MAX. STUD <br />WITH BORE <br />NON BEARING STUDS BEARING STUDS <br />NOTCH/BORE <br />% OF STUDS <br />25% <br />40% <br />60% <br />2 x 4 2 x 6 <br />7/8" <br />1 3/8" <br />2" <br />1 3/8" <br />2 1/8" <br />3 1/4" <br />NOTES: <br /> 1. NOTCHING AND BORING SHOULD NOT OCCUR IN SAME STUD SECTION <br /> 2. NO MORE THAN TWO SUCCESSIVE DOUBLE STUDS MAY HAVE 60% MAX <br /> BORING HOLES <br />5/8" MIN. <br />DISTANCE TYP. <br />ALL STUD <br />1 1/2" <br />1 1/2" <br />STUD NOTCHING/BORING LIMITS <br />5/8" MIN. <br />DISTANCE TYP. <br />ALL STUD <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />WOOD JOISTS PER PLAN <br />SHEATHING PER PLAN <br />MSTA30 W/2x BLOCK TYP. @ <br />CORNER <br />DOUBLE JOISTS <br />TAIL JOIST <br />HANGER PER PLAN <br />BOUNDARY NAILING <br />1" MIN <br />PENETRATION <br />COMMON NAILS @ 6" O.C. EACH FACE <br />TOP AND BOTTOM <br />WEB STIFFENER AT <br />HANGER (I-JOIST ONLY) <br />SECTION OF DOUBLE JOIST <br />PLAN VIEW <br />NOTE: <br />SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND <br />ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF <br />OPENING <br />TYPICAL DIAPHRAGM OPENING <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />811 <br />10 <br />9 <br />13 <br />SD.0 <br />STRUCTURAL <br />DETAILS <br />EQ.EQ. <br />REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT <br />SIMPSON TITEN HD <br />SCREW ANCHORS <br />1-POUR OR 2-POUR W/ DOWEL <br />(ICC ESR#2713, LA RR#25741) <br />WALL TYPE <br />QUANTITY & SIZE <br />N.A. <br />(1) 5/8"Ø <br />2X4 SILL/3X4 SILL <br />2X6 SILL/3X6 SILL <br />2X & 3X SILL <br />EXT. <br />INT. <br />1-POUR & 2-POUR <br />N.A. <br />(2) 1/2"Ø <br />SIMPSON SET-XP-EPOXY ADHESIVE <br />WITH A307 GRADE C ANCHORS <br />QUANTITY & SIZE <br />1-POUR <br />QUANTITY & SIZE <br />1-POUR & 2-POUR <br />1-POUR OR 2-POUR W/ DOWEL <br />(ICC ESR#2508, LA RR#25744) <br />EMBED. <br />4" <br />5 1/4" <br />BOLT SIZE <br />1/2"Ø <br />5/8"Ø <br />(2) 1/2"Ø <br />EMBED. <br />2", 2X4 WALL <br />3 1/2", 2X6 WALL <br />POST-INSTALLED ANCHOR <br />PER TABLE. SPACING BETWEEN <br />ANCHORS AND MIN. DISTANCE <br />FROM EXIST. A.B. TO BE 4". <br />EMBED. <br />PLATE WASHER <br />PER NAILING & HARDWARE <br />NOTES ON S-0 SHEETS. <br />PLATE WASHER <br />PER NAILING & HARDWARE <br />NOTES ON S-0 SHEETS. <br />POST-INSTALLED ANCHOR <br />PER TABLE. SPACING BETWEEN <br />ANCHORS AND MIN. DISTANCE <br />FROM EXIST. A.B. TO BE 4". <br />_ LOCATE ANCHORS @ 12" MIN. FROM CONC EDGE PERPENDICULAR TO WALL. <br />_ FOR NON-SHEAR WALL, INSTALL (1) 1/2"Øx4" EMBEDMENT TITEN HD ANCHOR FOR EACH MISSING OR MISPLACED A.B. <br />_ PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. <br />_ IF MIN. SPACING AND EDGE DISTANCE CAN NOT BE MET, CONTACT ENGINEERING FOR SPECIFIC FIX. <br />NOTES: <br />MISSING OR MISSPLACE AB. <br />(E)CONC. SLAB <br />PER PLAN <br />3 1/2" THK PORCH/PATIO SLAB <br />W/ #4 BAR @ 16" O.C.E.W <br />2" SAND OVER 10 MIL VISQUEEN <br />OVER 2" SAND <br />(E)2X STUDS WALL <br />WHERE OCCURS <br />PLYWOOD SHEAR PANEL <br />PER PLAN <br />2" <br />MI <br />N <br />. <br />CONNECTION DETAIL <br />(E)CONC. FOOTING <br />MIN. 5" EMBEDMENT OF <br />DOWELS INTO EXISTING <br />CONCRETE W/ SIMPSON SET-XP <br />EPOXY, ESR #2508. PERIODIC <br />SPECIAL INSPECTION IS REQ'D. <br />24" <br />#4 DOWELS @ 18" O.C. BENT <br />AS SHOWN IN FOOTING & <br />OVERLAP MIN. 24" AS SHOWN <br />IN SLAB <br />NOTES: SIMPSON "SET-XP" EPOXY ANCHORS REQUIRE SPECIAL INSPECTION ICC ESR-2508 <br />1 <br />3 <br />/ <br />4 <br />" <br />MI <br />N <br />. <br />FINISH GRADE <br />1' <br />- <br />6 <br />" <br />#4 T&B <br />8"6" <br />2x F.H. BLOCKING <br />(E)SHEAR PANEL <br />WHERE OCCURS <br />(E)DBL TOP PLATE <br />(E)ROOF SHEATHING <br />16d TOE NAILS @ 8" <br />O.C. TYP. U.O.N <br />CEILING JOISTS <br />PER PLAN <br />EXISTING <br />CONENCTION SYSTEM <br />SHEAR TRANSFER <br />HDR WHERE OCCURS <br />(E)2x STUD <br />B.N. <br />A35 PER SHEAR WALL <br />SCHEDULE <br />(N)SHEAR PANEL <br />PER PLAN <br />E.N. <br />(E)ROOF RAFTER <br />PER PLAN <br />5-16d NAILS <br />RAFTERS TO C.J. <br />STUD WALL <br />SIMPSON PHNW SERIES <br />0.145Ø PINS @ 16" O.C. <br />INSTALLED IN ACCORDANCE <br />WITH ICC ESR - 2138 <br />NON - BEARING INTERIOR WALL <br />EXISTING CONC. SLAB <br />12 <br />(2)#4 TOP & BOT. <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />, <br />TY <br />P <br />. <br />PLYWOOD <br />OR OSB PER PLAN <br />(WHERE OCCURS) <br />MI <br />N <br />. <br />8" <br />2x STUDS WALL <br /> PER PLAN <br />2x PTDF SILL (USE 3x WHERE <br />REQUIRED PER PLANS) w/ 5/8" DIA. <br />ANCHOR BOLTS <br />(E) SLAB <br />PER PLAN <br />12" <br />TOP OF <br />NATURAL <br />GRADE <br />3" CLR., <br />TYP.NOTES: <br />1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DETAIL. <br />2.MAXIMUM WATER CEMENT RATIO FOR SLAB CONCRETE SHALL BE W/C=0.45. <br />3.EMBEDMENT DEPTH, "D" SHALL BE MEASURED FROM THE LOWEST ADJACENT GRADE. <br />4. SEE DETAIL 1/SD1.0 FOR MORE INFORMATION NOT SHOWN <br />EXTERIOR FOOTING DETAIL <br />6" <br />NEW FOUNDATION <br />PER PLAN <br />#4 DOWEL @ 18"o.c. (MIN. 24" LENGTH) w/6" MIN. <br />EMBED INTO EXISTING CONCRETE SLAB W/ <br />SIMPSON SET-3G EPOXY, ESR #4057. PERIODIC <br />SPECIAL INSPECTION IS REQ'D. <br />7" <br />MA <br />X <br />CONCRETE CURB <br />PER ARCH. <br />(WHERE OCCURS) <br />6" <br />E.N. <br />EMBED. <br />A.B.,HD.B. & STRAPS LONG <br />ENOUGH FOR MIN. 5" EMBED. <br />INTO (E)SLAB OR (E)FOOTINGS <br />EXISTING FOOTING <br />P.T. SILL PLATE W/ A.B.'S <br />PER SHEAR WALL <br />SCHEDULE <br />(N)STUD WALL <br />(E)CONC. SLAB <br />INTERIOR FINISH <br />#4 BAR CONTINUOUS <br />(N)SHEAR WALL <br />PER PLAN <br />SIMPSON SET-XP EPOXY <br />ICC ESR-2508 (SPECIAL INSP. REQ'D.) <br />NEW CONC. CURB CONT. G.I. WEEP SCREED TYP. <br />NEW CURB TO EXISTING FOOTING14 <br />15 2 <br />2 <br />HOLDOWN TO EXISTING FOUNDATION <br />SEE PLAN <br />NEW PAD FOOTING <br />AND REINFORCING <br />WHERE OCCURS PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />E.N. <br />CONT. G.I. WEEP SCREED TYP. <br /> EXTERIOR FINISH <br />(E) P.T. SILL PLATE <br />PAB7 IF HDU8 <br />PAB8 IF HDU11 <br />(E) SLAB ON GRADE <br />POST W/ HD PER PLAN <br />SHEAR WALL PER PLAN <br />8" <br />(N) 2x BLK'G. IN BET. STUDS <br />FOR SHEAR WALL TYPE 3D, 4D, 5D <br />W/ A.B.'S PER SHEAR WALL SCHED. <br />(MIN. EMBD. = 9") <br />HDU BOLT Ø EMBED.E.D. <br />HDU5 0'-0 5/8"0'-7"0'-1 7/8" <br />HDU8 0'-0 7/8"0'-9"1'-1 1/2" <br />HDU11 0'-1"0'-11"1'-4 1/2" <br />CAPACITY <br />5645# <br />7870# <br />11175# <br />ICC-ESR #2330 FOR SIMPSON HOLDOWN <br />E.D. PER <br />TABLE <br />MI <br />N <br /> <br />E <br />M <br />B <br />E <br />D <br />PE <br />R <br /> <br />T <br />A <br />B <br />L <br />E <br />PAD CONDITION <br />MIN PAD <br />24" SQ x 12" DEEP <br />36" SQ x 18" DEEP <br />(E) FOOTING <br />HDU2 0'-0 5/8"0'-7"0'-1 7/8"3075# <br />24" SQ x 12" DEEP <br />24" SQ x 12" DEEP <br />3 <br />2019 W Camden Pl & <br />Unit# 24/15/2025