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SYMBOLS LEGEND <br />CITY OF S <br />Planninn a <br />LEGEND: I Planning �� ��� �' �li►` <br />NTAANA <br />�17e�cy <br />NEW SLAB/ FOOTING <br />-- DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />---•—•— REBAR <br />X DETAIL NUMBER <br />SDX DETAIL SHEET NUMBER <br />INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE <br />X x'_x„ <br />xx SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />HOLDOWN SCHEDULE: <br />SYM. <br />HOLDOWN <br />POST SIZE <br />REF. DETAIL <br />H3 <br />HDU2 <br />4X <br />4/SD1 <br />H4 <br />HDU4 <br />4X <br />H5 <br />HDU5 <br />4X <br />H7 <br />HDU8 <br />6X <br />Hg <br />HDQ8 <br />6X <br />Hg <br />HDU11 <br />6X <br />0HDU14 <br />8X <br />0 <br />HHDQ11 <br />6X <br />12 <br />HHDQ14 <br />8X <br />1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE. <br />ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN. <br />FOUNDATION NOTES: <br />1. REFER TO S.0 SHEET FOR MORE INFO. <br />2. REFER TO DETAILS 4/SD1 FOR INSTALLATION OF HOLDOWNS. <br />3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL <br />PLATE SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS <br />STEEL, SILICON BRONZE OR COPPER. <br />EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE <br />PRESERVATIVE -TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE <br />PERMITTED. <br />4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF <br />RECORD FOR ALL DISCREPANCIES. <br />5. HOLDOWN ANCHORS SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING THE <br />WALL FRAMING. <br />6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING <br />FOUNDATION INSPECTION. <br />7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & <br />TOP PLATES OF SHEAR WALLS, CONTACT DONG ENGINEERING, INC. <br />8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O. <br />9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X MIN. <br />12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. <br />UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED <br />MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. <br />PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN <br />LENGTH MUST BE CONTINUOUS. <br />10. ALL INTERIOR NON -SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW <br />SERIES 0.1450 PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE <br />INSTALLED IN ACCORDANCE WITH ICC ESR-2138. <br />11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS <br />OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE <br />WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). <br />PAD SCHEDULE: <br />SYM. PAD TYPE <br />P2424 2'-0" SQ. X 18" DEEP PAD W/ (3) #4 E.W. BOTT. <br />5 <br />SD1 A2424 <br />A <br />44 4 x 6 CROP <br />W/ EN <br />y 8" <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />6.5° SD1 TYP. <br />LANDING f <br />---------- 6'-0"c�H3 �777777777771 <br />1.5" ---------- <br />FF---------- -----------�- - <br />Of <br />in <br />of <br />TYP. <br />3 11 <br />_ I SD1 SD1 <br />0 <br />LIVING ROOM <br />r <br />I <br />REF. <br />12�� <br />I <br />I <br />I <br />KITCHEN <br />z fo��_ <br />I O O <br />L--------------- - -- -a -- <br />--�- <br />Da <br />(N) SUB. ELECT. H3 \ / —_ 3 <br />PANEL 100 Amp 8'-0" iv SCARIFY TOP 12" OR RECOMPACT 4' <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />u <br />6.5" <br />LANDING <br />— — — — — — — — — — — — — - <br />M. BEDROOM <br />f <br />II <br />I <br />CLS. <br />M. BATH ft <br />0 <br />— — — — — — — <br />OVEREXCAVATION PRIOR TO TRENCHING <br />FOR THE UTILITY AND/ OR FOUNDATION. <br />90% COMPACTION REPORT IS REQUIRED AT <br />THE TIME OF FOUNDATION INSPECTION. <br />DAMP PROOFING, BASE COURSE AND <br />PRE -SATURATION ARE REQUIRED. <br />INDICATES NEW ROOF RAFTER, SEE JOISTS TA <br />E <br />d — - — <br />P INDICATES CEILING JOISTS, SEE JOISTS TABLE <br />Al <br />x'-x" <br />xx <br />SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ E <br />EN O R <br />PE <br />X <br />(� <br />. <br />POST SIZE, SEE POST SCHEDULE. <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />SDX <br />Master <br />ID: <br />BEARING WALLS, SEE PLAN. <br />O <br />BEAM NUMBER, REFER TO CALCULATIONS. <br />• <br />Date: <br />6X6 <br /><INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.C. <br />CALIFORNIA FRAMING <br />FRAMING NOTES: <br />1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR <br />MORE INFORMATION. <br />2. 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 />3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG -TIE <br />AS FOLLOWS U.N.O.: <br />MEMBER <br />HANGER TYPE <br />FACE MOUNT <br />TOP FLANGED <br />2X JOIST <br />LUS <br />JB <br />4X, 6X, LSL or PSL <br />HU W/ MAX. <br />BA <br />TJI I -JOIST <br />IUS <br />ITS <br />4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN <br />BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE <br />APPLIED @ EACH END OF HEADER. <br />CLEAR SPAN, L <br />L _< 6'-C" <br />6'-0" < L <_ 1 C'-C" <br />L >_ 10'-0" <br />2 x 4 <br />2-2 x 4 <br />2-2X4 U.N.O. PER PLAN <br />5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON -BEARING) STUD <br />HEIGHTS: <br />- 2x4's @ 16" o.c. maximum 14'-0" height <br />- 2x6's @ 16" o.c. maximum 20'-0" height <br />6. BEARING STUD HEIGHTS: <br />- 2x4's @ 16" o.c. maximum 10'-0" height <br />- 2x6's @ 16" o.c. maximum 16'-0" height <br />7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER <br />DETAIL 16/SD2. <br />CONSTRUCTION KEY NOTES: <br />0 <br />0 1 ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) <br />AND PROVIDE SOLID BLOCKING BETWEEN FLOOR <br />PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. <br />2 LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER <br />U.N.O. SEE PLAN FOR NUMBER OF BAYS. <br />STRAPS SCHEDULE: <br />12" <br />MARK <br />STRAP <br />STRAP <br />LENGTH <br />NAILS/ SPACING <br />REFERENCE <br />DETAIL <br />50 <br />CS16 <br />3' - 6" <br />8d BOX/SINKER @ 4-1/8" <br />© <br />(2)CS16 <br />3'-6" <br />8d BOX/SINKER @ 4-1/8" <br />9/SD2 <br />77 <br />CMSTC16 <br />3'- 6" <br />16d SINKER @ 4-1/2" <br />® <br />CS16 <br />3' - 6" <br />8d BOX/SINKER @ 2-1/16" O.C. <br />90 <br />(2)CS16 <br />3' - 6" <br />18d BOX/SINKER @ 2-1/16" O.C. <br />10/SD2 <br />JOISTS TABLE: <br />MARK <br />JOIST SPECIFICATIONS <br />R1 <br />ROOF RAFTER 2 x 6 DFL#2 @ 16" O.C. <br />C1 <br />CEILING JOIST 2 x 6 DFL#2 @ 16" O.C. <br />POST SCHEDULE: CK. <br />SYM. <br />POST SIZE <br />SYM. <br />POST SIZE <br />24 <br />2X4 STUD <br />26 <br />(3)-2X6 BUNDLED STUD <br />24 <br />(2)-2X4 BUNDLED STUD <br />44 <br />4X4 POST <br />324 <br />(3)-2X4 BUNDLED STUD <br />46 <br />4X6 POST <br />2g <br />2X6 STUD <br />g6 <br />6X6 POST <br />2g <br />(2)-2X6 BUNDLED STUD <br />DONG ENGINEERING, INC. <br />7661 GARDEN GROVE BLVD., <br />GARDEN GROVE, CA 92841 <br />TEL- 714-617-5979 <br />INFO@DONGENGINEERING.COM <br />THESE DESIGNS, DRAWINGS, AND <br />SPECIFICATIONS ARE THE EXCLUSIVE <br />PROPERTY OF DONG ENGINEERING. <br />THESE DRAWINGS CANNOT BE COPIED, <br />TRANSFERRED, OR REPRODUCED NOR <br />CAN ANY OTHER STRUCTURES BE BUILT <br />FROM THEM WITHOUT WRITTEN CONSENT. <br />NO: DATE REVISIONS <br />1 12/12/2024 1ST PLAN CHECK <br />PROJECT OWNER <br />PROJECT ADDRESS <br />An' <br />ti <br />ci <br />rn <br />� <br />Q <br />w <br />U <br />� <br />a <br />Z <br />Q <br />LO <br />Q <br />N <br />N <br />� <br />� <br />z <br />Q <br />STAMP <br />Q�pFESS10/V <br />� G �F2 <br />R <br />EXR 03131126 <br />\�TFOF CAS\Fp/ <br />DATE SIGNED: 4/8/25 <br />SHEET DESCRIPTION <br />FOUNDATION PLAN <br />ROOF FRAMING PLAN <br />DE#: 240363 <br />SHEET <br />E <br />S1 <br />