Laserfiche WebLink
RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO <br />REVISIONS <br />DATE SIGNED: 1/5/26 <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 />SHEET <br />DE#: <br />TEL- 714-617-5979 <br />GARDEN GROVE, CA 92841 <br />7661 GARDEN GROVE BLVD., <br />DONG ENGINEERING, INC. <br />RE <br />M <br />O <br />D <br />E <br />L <br /> <br />& <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />14 <br />0 <br />9 <br /> <br />M <br />E <br />R <br />I <br />D <br />A <br />Y <br /> <br />L <br />N <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 />6 <br />01/05/2026 PLAN CHECK1 <br />SD2 <br />STRUCTURAL DETAILS <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />1 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2X STUD PER PLAN. <br />4. 2X BEVELED BLK'G. <br />5. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />6. SHEARWALL PER PLAN. <br />7. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. @ 48" O.C. MAX. <br />8. FRAMING CLIP @ ALT. LOCATION. <br />9. BOUNDARY NAILS. <br />10. 6-16d COMMON NAILS @ EA. <br />RAFTER AND CEILING JOIST. <br />11. DBL. TOP PLATE OR DROP BM. <br />PER PLAN. <br />SHEAR TRANSFER <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />6 <br />7 <br />8 <br />89 <br />10 <br />11 <br />12 <br />13 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2X RIM OR BLK'G. <br />4. 2X STUD WALL PER PLAN. <br />5. SHEARWALL PER PLAN. <br />6. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. <br />@ 48" O.C. MAX. <br />7. PROVIDE 2X STRUT <br />@ 48" O.C. W/ A35 @ EA. END. <br />8. 2X LEDGER W/ 2-16d @ 6" <br />O.C. TO 2X BLK'G. <br />9. 2X BLK'G @ 4'-0" O.C. <br />10. 2 x 4 FLAT SPAN ACROSS <br />MIN. 6 C.J. @ 8'-0" MAX. <br />11. DBL. TOP PLATE. <br />12. ROOF SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />13. CONT. PLYWOOD <br />SHEAR TRANSFER <br />1 <br />2 <br />4 <br />3 <br />5 <br />6 <br />78 <br />9 10 <br />11 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2 x 4 BRACE @ 48" O.C., <br />MAX. L = 8'-0" <br />4. 2X PURLIN SAME SIZE AS <br />RAFTER W/ 2-16d TO BRACE. <br />5. 4-16d COMMON NAILS @ EA. <br />RAFTER AND BRACE JOIST. <br />6. 3-16d TIE AT EA. BRACE. <br />7. 2X SOLE PLATE W/ 2-16d <br />@ 16" O.C. <br />8. 2X CEILING 12" OVERLAP <br />W/ 4-16d. <br />9. DBL. TOP PLATE. <br />10. FRAMING CLIP LTP4 <br />@ 48" O.C. MAX. <br />11. ROOF SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />12" <br />CONNECTION DETAIL <br />INSERTION SCALE: <br />RTC01 <br />NON-BEARING WALL DETAIL <br />1/12 <br />79 <br />10 8 6 <br />3 <br />2 <br />5 <br />42 <br />3 <br />42 <br />3 <br />2 1 <br />1 <br />1 <br />PERPENDICULAR <br />PERPENDICULAR <br />3 <br />4 <br />111 <br />PARALLEL <br />1. TRUSS BOTTOM CHORD. <br />2. SIMPSON STC @ EA. CONNECT. <br />(MAX. @ 24" O.C.) <br />3. 1X OVER 2X PLATE OR (2) 2X TOP <br />PLATE WHEN TRUSS BOT. CHORD <br />IS CAMBERED <br />4. 2X BLK'G. @ 24" O.C. W/ (2)-16d TO <br />EA. MEMBER. <br />5. 2X MEMBER W/ (2)-16d TO BLK'G. <br />6. 2X8 BRACING. <br />7. DBL. TOP PLATE. <br />8. (2)-16d @ 12" O.C. <br />9. EDGE NAILING. <br />10. 2X CEILING JOIST OR FLOOR JOIST. <br />11. 2X BLK'G. X 12" LONG @ ±6'-0" O.C. <br />NAILED TO TOP PLATE W/ (3)-16d. <br />PARALLEL <br />TRUSS CONDITION <br />CONVENTIONAL/ FLOOR CONDITION <br />1 <br />1 1 <br />2 <br />2 233 <br />4 <br />4 <br />4 <br />5 <br />5 5 <br />6 6 <br />7 <br />1. BEAM PER PLAN. <br />2. DBL. TOP PLATE. <br />3. SIMPSON STRAP MSTI36 <br />OR ST6224. <br />4. SIMPSON A34 AT EA. <br />SIDE OF BEAM AND POST <br />PER BEAM CONDITION. <br />5. POST OR MULTI STUD <br />PER PLAN. <br />6. 2X STUD EA. SIDE OF <br />BEAM W/ 16d @ 12" O.C. <br />STAGGERED TO POST. <br />ADD 3-16d EA. SIDE TO BM. <br />7. 2X SILL PLATE. <br />NOTE: <br />- ADD FILLER @ SIDE OF <br />BEAM AS NEEDED. <br />1 <br />24 <br />4 <br />4 <br />5 <br />7 <br />COND A: DROP BEAM COND B: TOP FLUSH BEAM <br />COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM <br />BEAM POCKET DETAIL <br />TOP PLATE SPLICE TYP. <br />SEE TABLE <br />NAIL SPLICE: <br />STRAP SPLICE: <br />1 <br />2 <br />2 <br />3 <br />3 <br />5 <br />44 <br />23 <br />EQ.EQ. <br />EQ. <br />7 <br />EQ. <br />1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF <br />SPLICE U.N.O. & PER TABLE BELOW. <br />2. 2X STUD WALL PER PLAN. <br />3. LOCATE STUD UNDER SPLICE OR <br />PROVIDE 2X BLKG. ATTACHED TO <br />ADJACENT STUD W/ (3) 16d EA. SIDE. <br />4. PLATE TO STUD NAILING PER <br />C.B.C. MIN REQUIREMENTS. <br />5. NUMBER OF NAIL SPECIFIED <br />BETWEEN SPLICING POINTS PER <br />TABLE BELOW. <br />6. SIMP. STRAP PER TABLE BELOW. <br />7. SIMP. STRAP ST6224. <br />NOTES: <br />- FULLY NAIL STRAP W/ 16d <br />SINKER OR 10d COMMON. <br />- NAIL SHALL BE STAGGERED <br />& AT LEAST 2 1/4" APART. <br />CAPACITY 1880# <br />A <br />2506# <br />B <br />3760# <br />CCONDITION <br />MIN. PLATE LAP <br />COMMON NAIL <br />4' - 0" MIN. <br />1 ROW (9) - 16d <br />4' - 0" MIN. <br />2 ROW (6) - 16d <br />6' - 0" MIN. <br />2 ROW (9) - 16d <br />STRAP MSTA30 ST 6224 MST48 <br />NAIL <br />SPLICE <br />STRAP <br />SPLICE <br />6 <br />6 <br />"L" MAX.12" MIN.12" MIN. <br />1 2 3 <br />1. NOTCH LOCATION. <br />2. SIMPSON STRAP "MSTA36" W/ (11) <br />10d COMMON EA. END (STRAP NOT <br />REQ'D AT SILL PLT.) <br />3. BORED HOLE. <br />NOTE: <br />ONLY ONE NOTCH OR HOLE ALLOWED PER <br />EA. STUD. ( EXCLUDING LET-IN BRACES). <br />2-2X TOP PLT. <br />2X OR 3X <br />SILL PLATE. <br />NOTCHES <br />MIN. <br />SPACING <br />BORED <br />HOLES <br />"L" <br />MAX. <br />"W" <br />MAX. <br />2X4 PLATE <br />2X6 PLATE <br />2X8 PLATE <br />6'-0" <br />6'-0" <br />6'-0" <br />3-1/2" <br />5-1/2" <br />5-1/2" <br />1-1/2" <br />2" <br />2" <br />1-1/4" <br />2" <br />3" <br />PLATE NOTCHING AND BORING <br />24" MIN.CONT.24 MIN. <br />1 <br />2 <br />3 <br />1 <br />1 <br />1 <br />4 <br />5 <br />5 <br />2 <br />2 <br />1. SHEAR PANEL PER PLAN. <br />2. 2-2X OR 4X BLOCKING. <br />3. EDGE NAILING (E.N.). <br />4. WINDOW OPENING PER PLAN. <br />5. SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. <br />6. SHEARWALL HOLDOWN, REFER TO SHEAR PANEL DETAIL FOR INSTALLATION. <br />2 <br />6 <br />SHEAR AT OPENING <br />12 <br />3 <br />4 <br />END LENGTH <br />53 <br />1 <br />1. TYPICAL ROOF RAFTER OR <br />TOP CHORD OF TRUSS. <br />2. HIP BM. OR TOP CHORD OF <br />HIP TRUSS. <br />3. SIMPSON STRAP CS16 W/ 8d <br />SINKER NAIL @ 2-1/16" O.C. CUT <br />TO FIT OVERALL BAYS OF BLK'G <br />WHERE APPLICABLE. <br />4. 2X FLAT BLK'G W/ E.N., SEE <br />PLAN FOR BLK'G LENGTH OR <br />NO. OF BAYS. (MIN. 4 BAYS). <br />5. DBL. TOP PLATE OR DROP BM. <br />PER PLAN. <br />NOTES: <br />* ADD 2" x 4" x 48" LONG MEMBER <br />TO RECEIVE 2ND CS16 & NAIL W/ <br />16d @ 4" O.C. STAGGERED. <br />STRAP <br />8 <br />9 <br />CS16 <br />(2)CS16 <br />END LENGTH <br />3'-6" <br />3'-6" <br />CAPACITY <br />1700# <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 2-1/16" O.C. <br />3400#8d BOX/ SINKER @ 2-1/16" O.C. <br />8 <br />DRAG DETAIL <br />EQ.EQ. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />1. PLYWOOD SHEATHING W/ <br />E.N. (TO EA. JOIST WHEN <br />DBL. FLOOR JOISTS). <br />2. FLUSH BEAM PER PLAN. <br />3. DBL. TOP PLATE. <br />4. DROP BEAM PER PLAN. <br />5. STRAP PER CHART <br />BELOW. <br />6. ALT. STRAP LOCATION. <br />7. SEE PLAN FOR BEARING <br />CONDITION. <br />STRAP CAPACITYEND LENGTH <br />5 <br />6 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />7 CMSTC16 4500#3'-6" <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 4-1/8" <br />8d BOX/ SINKER @ 4-1/8" <br />16d SINKER @ 4-1/2" <br />5 <br />DRAG DETAIL <br />1 <br />2 <br />3 <br />4 <br />5 11 <br />7 <br />8 <br />65 <br />4 8 <br />9 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. 2X FULL DEPTH BLK'G @ 48" <br />O.C. BETWEEN RIM & 1ST <br />JOIST. BOUNDARY NAILS TO <br />BLK'G. <br />4. DBL. TOP PLATE OR DROP <br />BM. PER PLAN. <br />5. 2X STUD WALL PER PLAN. <br />6. SHEARWALL PER PLAN. <br />7. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />8. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. <br />@ 48" O.C. MAX. <br />9. ROOF SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />10. BOUNDARY NAILS. <br />11. CONT. PLYWOOD SAME <br />TYPE AS SHEARWALL BELOW. <br />10 <br />SHEAR TRANSFER <br />1 <br />2 <br />3 <br />4 <br />5 <br />4 <br />6 7 <br />C <br />B <br />A <br />B <br />8 <br />SCALE: <br />DETAIL A: CALIF. ROOF @ SHEARWALL <br />SCALE: <br />CALIF. FRAMING (PLAN VIEW) <br />SCALE: <br />DETAIL B: CALIF. ROOF TO MAIN ROOF <br />SCALE: <br />DETAIL C: CALIF. RIDGE <br />6 <br />3 <br />1 <br />9 <br />10 <br />6 <br />11 <br />12 <br />1. 2X ROOF RAFTER OR TRUSS PER PLAN. <br />2. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE <br />NAILING PER SHEARWALL SCHDL. <br />3. ROOF SHEATHING AND NAILING PER NAILING <br />SCHDL. <br />4. FRAMING CLIP A35/ LTP4 PER SHEARWALL <br />SCHDL. @ 48" O.C. MAX. <br />5. SHEARWALL PER PLAN. CONT. PLYWOOD <br />SHEATHING SAME TYPE AS SHEARWALL BELOW <br />TO CALIF. FRAMING. <br />6. ROOF SHEATHING W/ CALIFORNIA FRAMING. <br />7. 2X4 ROOF RAFTER OR TRUSS @ MAIN ROOF <br />FRAMING (TYP.) <br />8. 2X R.R. @ CALIF. FRAMING @ 16" O.C., <br />IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. PER <br />DETAIL C <br />9. 2X CONT. W 2-16d @ 24" O.C. TOE NAIL TO <br />TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. <br />10. 2X FULL DEPTH BLOCKING. <br />11. 2X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. FACE <br />AND EA. SIDE <br />12. 2X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND @ <br />8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. <br />13. BOUNDARY NAILS. <br />14. (1) BAY WIDTH x 30" ACCESS & VENTILATION <br />OPENING PER ARCHITECTURAL. PROVIDE 2X <br />BLK'G. & BOUNDARY NAILING OF ROOF SHEATHING <br />AROUND OPENING. <br />15. PREFABRICATED VALLEY TRUSS PER MFR. <br />16. SIMPSON VTCR CLIPS @ EA. END OF VALLEY <br />TRUSS W/ 5-10d TO VALLEY TRUSS & 4-10d TO <br />ROOF FRAMING BELOW. <br />5 <br />13 <br />13 <br />13 <br />13 <br />13 <br />CALIFORNIA FRAMING DETAIL <br />14 <br />SCALE: <br />ALT. CONVENTIONAL CALIF. FR'MG <br />1 <br />15 <br />16 <br />SHEAR TRANSFER <br />1 <br />23 <br />4 <br />5 <br />6 <br />7 <br />1. (E) ROOF RAFTER PER PLAN. <br />2. (N) 2X ROOF RAFTER PER PLAN. <br />3. (N) ROOF SHEATHING AND NAILING PER NAILING SCHDL. <br />4. (E) RIDGE OR HIP PER PLAN. <br />5. (N) 2X NAILER, ONE SIZE LARGER THAN R.R. W/ 2-16d @ <br />EA. R.R. BELOW. <br />6. (N) LSTA30 @ 32" O.C. <br />7. BOUNDARY NAILS. <br />1 <br />1 <br />1 <br />2 2 <br />3 <br />4 5 <br />6 7 <br />8 <br />9 <br />10 <br />10 <br />10 <br />11 <br />12 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. ROOF SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />4. CEILING BEAM PER PLAN. <br />5. SIMPSON APPROVED <br />HANGER PER PLAN. <br />6. DBL. TOP PLATE OVER <br />2X4 @ 16" O.C. STUD WALL. <br />7. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. <br />@ 48" O.C. MAX. <br />8. PLYWOOD TYPE "A". <br />9. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />SHEARWALL SCHDL. <br />10. BOUNDARY NAILS. <br />11. 2X BEVELED BLK'G. <br />W/ 2-16d @ 6" O.C. TO BM. <br />12. ROOF SHEATHING <br />W/ 2X R.R. PER CALIFORNIA <br />FRAMING. <br />3 <br />250344-2 <br />SHEAR TRANSFER <br />1/12 <br />250344-3 <br />CONNECTION DETAIL <br />1 <br />2 <br />3 45 <br />6 7 <br />8 <br />9 <br />10 <br />11 <br />11 <br />1. (E) 2X ROOF RAFTER PER PLAN. <br />2. (N) 2X ROOF RAFTER PER CALIF. FRAMING. <br />3. (E) 2X CEILING JOIST PER PLAN. <br />4. (N) 2X CEILING JOIST PER PLAN. <br />5. (N) CEILING BEAM PER PLAN. <br />6. 2X4 @ 16" O.C. STUD WALL. <br />7. 2X SOLE PLATE W/ 16d @ 6" O.C. OR SEE SHEAR WALL SCHEDULE. <br />8. ROOF SHEATHING AND NAILING PER NAILING SCHEDULE. <br />9. FRAMING CLIP A35 @ 48" O.C. <br />10. SIMPSON APPROVED HANGER PER PLAN. <br />11. BOUNDARY NAILS. <br />12. SIMPSON STRAP CS16 W/ 11" END LENGTH @ 32" O.C. <br />12 <br />℄ PANEL JOINT. <br />3/8" TYP. <br />℄ PANEL JOINT. <br />3/8" TYP. <br />OFFSET EDGE SUPPORT <br />OFFSET EDGE SUPPORT <br />1 <br />1 <br />2 3 <br />4 <br />1. ROOF SHEATHING AND NAILING <br />PER NAILING SCHDL. <br />2. JOIST. <br />3. 2 x 4 W/ 16d @ 12" O.C. <br />4. 2 x 4 FLAT W/ (2) 10d @ EA. END. <br />BLOCKING AT EDGE SUPPORT <br />1 <br />2 <br />3 <br />4 <br />6 <br />7 <br />8 <br />1. (E) 2X STUD WALL. <br />2. (E) 2X ROOF RAFTER PER PLAN. <br />3. (N) 2X CEILING JOIST WHERE OCCURED. <br />4. (E) ROOF SHEATHING. <br />5. (E) DBL. TOP PLATE OR DROP BM PER PLAN. <br />6. (N) SHEARWALL WHERE OCCURRED. <br />7. (N) FRAMING CLIP A35 PER SHEARWALL <br />SCHDL. @ 48" O.C. MAX. <br />8. BOUNDARY NAILS. <br />9. (N) 6-16d COMMON NAILS @ EA. RAFTER AND <br />(N) CEILING JOIST. <br />5 <br />9