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LEGEND: <br />INDICATES NEW ROOF RAFTER, SEE JOISTS TABLE <br />INDICATES EXISTING ROOF RAFTER <br />INDICATES CEILING JOISTS, SEE JOISTS TABLE <br />x'-x" <br />xx SHEAR PANEL LENGTH AND NUMBER. <br />---------- <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <br />X XO <br />POST SIZE, SEE POST SCHEDULE. <br />DETAIL NUMBER DETAIL SHEET NUMBER <br />SDX <br />BEARING WALLS, SEE PLAN. <br />OBEAM NUMBER, REFER TO CALCULATIONS. <br />6X6 < INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. <br />CALIFORNIA FRAMING <br />SYMBOLS LEGEND <br />EXISTING FOOTING <br />NEW SLAB/ FOOTING <br />DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />—•—•—•— <br />REBAR <br />DETAIL NUMBERip <br />DETAIL SHEET NUMBER <br />INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE <br />xx SHEAR PANEL LENGTH AND NUMBER. <br />SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. <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'-0" <br />6'-0" < L <_ 10'-0" <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:O <br />1 ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) <br />AND PROVIDE SOLID BLOCKING BETWEEN FLOOR <br />P] PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. <br />1 LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER <br />U.N.O. SEE PLAN FOR NUMBER OF BAYS. <br />8 2 1 3 <br />SD1 SD1 <br />4'-4" TYP. <br />'0 4 <br />6'-6" <br />p <br />*y;+.: , <br />Q o . •BSA #Z <br />(E) CONCRETE SLAB <br />TO BE REMAINED <br />(N) MINI SPLIT <br />CONDENSER <br />-ADU 1 <br />SD1 <br />1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <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 PLATE <br />SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON <br />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 WALL <br />FRAMING. <br />6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION <br />INSPECTION. <br />7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & TOP <br />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. 12" <br />ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS <br />NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY <br />AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. PER SILL <br />PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST <br />BE CONTINUOUS. <br />10. ALL INTERIOR NON -SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW SERIES <br />0.1450 PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN <br />ACCORDANCE WITH ICC ESR-2138. <br />11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF <br />MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS <br />SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). <br />1 <br />j SD1 <br />o <br />0 co <br />STRAPS SCHEDULE: <br />MARK <br />STRAP <br />STRAP <br />LENGTH <br />NAILS/SPACING <br />REFERENCE <br />DETAIL <br />5O <br />CS16 <br />3'- 6" <br />8d BOX/SINKER @ 4-1/8" <br />9/SD2 <br />© <br />(2)CS16 <br />3' - 6" <br />8d BOX/SINKER @ 4-1/8" <br />0 <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 />D2�] <br />0 <br />(2)CS16 <br />3' - 6" <br />8d BOX/SINKER @ 2-1/16" O.C. <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 />H8 <br />HDQ8 <br />6X <br />H9 <br />HDU11 <br />6X <br />10 <br />HDU14 <br />8X <br />H11 <br />HHDQ11 <br />6X <br />12 <br />HHDQ14 <br />8X <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 8 DFL#2 @ 16" O.C. <br />C2 <br />CEILING JOIST 2 x 6 DFL#2 @ 16" O.C. <br />POST SCHEDULE: OO <br />SYM. <br />POST SIZE <br />SYM. <br />POST <br />SIZE <br />24 <br />2X4 STUD <br />326 <br />(3)-2X6 BUN <br />LED 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 />26 <br />2X6 STUD <br />66 <br />6X6 POST <br />26 <br />(2)-2X6 BUNDLED STUD <br />a st <br />(:2 3 <br />20 3 <br />PLYWOOD SD2 SD2 <br />AROUND <br />_ 8'-0' <br />r— ------ ---�T 44 — —_FA <br />Ai__ 4x6 4 x 8 <br />co W/ EN I II U--- <br />--- �LOWI 4 HI I <br />SDz <br />w— — — — — —� <br />zzQ <br />Juj Q~N 0 ofI <br />ORCH �o �I °° O �o'�ITCHEN I ° <br />15 44 S.F. xa NI X�o°GLG IR11 <br />O <br />542 `� `� <br />d... <br />11 IR1 I N O <br />— — - SD2 I 4 x 6 HU I 6x10CLG <br />--4x6 I 24 <br />B x 6 <br />\ — — — — — — — L _ I <br />— — — — _— <br />) <br />6 6 I 46 5 <br />SD2 <br />I <br />J <br />Q o N Q,B#2 CLOSET <br />14 <br />2 1 I <br />R1 <br />I <br />E 2 CAR GARAGE —� C1 <br />— — — — — — — — — — y — — — <br />BEQ #3 <br />— — — — — — — — — — — — — — — — — — — — — — 46 I"CL <br />I � 8 <br />INGI CD <br />17 <br />I I � SD2„ (rLG I x <br />SD2 SD1 00 <br />(E) cow SD2 TYP.I <br />-- -- -- -- <br />LU <br />LU <br />LU <br />I �`) �X <br />V� U 04 <br />SD2 _ N BA #1 f- I <br />-- 10'-0"CLG <br />I8'-0�� o 0 <br />—�---- --� 5 CLOSET <br />C - �6— -------------------------------------- u <br />— — — —M. 2X R.R. LSTA30 2X R.R. <br />W/ ENS W/ EN <br />24 <br />M <br />14 <br />a l � I <br />M I 8 SD2 <br />SD2 I I SD2 <br />�N B�EDD#2 <br />10 2X8 R.B. I N STACK I o-° CLG <br />-X — — —I— — (7 G W/D X <br />J <br />U 1 � I O <br />I I � I <br />R1 `° I j I. <br />3 - cn f. <br />SD2 ! 8 2 OJ I I <br />M SD2 U I II <br />A6 4x6 v <br />D44 <br />--- —C-1 44 <br />(N) MINI SPLIT <br />CONDENSER <br />19 1 11 - ADU 3 <br />SD2 SD2 SD2 SD2 <br />1 <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />PAD SCHEDULES <br />SYM. <br />PAD TYPE <br />P2424 <br />2'-0" SQ. X 18" DEEP PAD W/ (3) #4 E.W. BOTT. <br />P3030 <br />2'-6" SQ. X 18" DEEP PAD W/ (3) #5 E.W. BOTT. <br />P3636 <br />3'-0" SQ. X 18" DEEP PAD W/ (4) #4 E.W. BOTT. <br />P4242 <br />3'-6" SQ. X 18" DEEP PAD W/ (5) #4 E.W. BOTT. <br />P4848 <br />4'-0" SQ. X 18" DEEP PAD W/ (5) #5 E.W. BOTT. <br />P5454 <br />4'-6" SQ. X 18" DEEP PAD W/ (5) #5 E.W. BOTT. <br />P6060 <br />5'-0" SQ. X 18" DEEP PAD W/ (6) #5 E.W. BOTT. <br />11 <br />TANKLESS <br />WATER HEATER <br />10 <br />X <br />It <br />Planning a en cy <br />Ap o �u <br />PER TISSUA <br />N <br />DONG ENGINEERING, INC. <br />7661 GARDEN GROVE BLVD., <br />r ID: GARDEN GROVE, CA 92841 <br />TEL- 714-617-5979 <br />uate: INFO@DONGENGINEERING.COM <br />RESTRICTIVE NOTICE <br />TWPcF nGcl(_Nlc nR AIAIINIrc ANIn <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 />01 10/16/2024 PLAN CHECK <br />PROJECT OWNER <br />PROJECT ADDRESS <br />M <br />0 <br />Q <br />STAMP <br />N <br />� co <br />— O <br />Z ti <br />� N <br />H Q <br />N U <br />Y Q <br />O z <br />O Q <br />Of Q <br />m � <br />� Z <br />N �O <br />Cfl <br />Q4pFESS1pN,, <br />G �F2 <br />co <br />W C 6 rn <br />EXP. 03/31126 <br />DATE SIGNED: 10/16/24 <br />SHEET DESCRIPTION <br />FOUNDATION PLAN <br />ROOF FRAMING PLAN <br />DE#: 240190 <br />SHEET <br />si <br />1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE. <br />ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN. <br />