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RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 12/15/25 <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 />INFO@DONGENGINEERING.COM <br />250195 <br />2 <br />A <br />D <br />U <br />' <br />S <br />51 <br />2 <br /> <br />- <br /> <br />5 <br />1 <br />4 <br /> <br />H <br />U <br />Y <br />L <br />A <br />R <br />S <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 />3 <br />2025/09/18 1ST PLAN CHECK1. <br />2025/11/20 2ND PLAN CHECK2. <br />2025/12/15 3RD PLAN CHECK3. <br />SD2 <br />STRUCTURAL DETAILS <br />22X CEILING JOIST PER PLAN.Roof~3 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 <br />42X STUD PER PLAN.Wall~1 <br />5FRAMING CLIP A35 @ 32" O.C. MAX.A-A35_F~2 <br />6FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />7SHEARWALL PER PLAN.Wall~2 <br />92X CEILING JOIST PER PLAN.W-2X6~2 <br />12X ROOF RAFTER PER PLAN.Roof~2 <br />102X BEVELED BLK'G.Roof~4 <br />112X BEVELED BLK'G.Roof~4 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />3. ROOF SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />4. 2X STUD WALL PER PLAN. <br />5. FRAMING CLIP A35 @ 16" O.C. <br />6. FRAMING CLIP A35 PER SHEARWALL <br />SCHDL. @ 48" O.C. MAX. <br />7. SHEARWALL PER PLAN. <br />8. BOUNDARY NAILS. <br />9. 2-2X CEILING JOIST. <br />10. 2X BEVELED BLK'G. <br />11. 2X C.J. @ 16" O.C. <br />12. DBL. TOP PLATE OR DROP BM. PER PLAN. <br />8BOUNDARY NAILS.N-10d~ <br />8BOUNDARY NAILS.N-10d~12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />111 <br />SHEAR TRANSFER <br />22X CEILING JOIST PER PLAN.Roof~3 <br />32X STUD PER PLAN.Wall~1 <br />42X BEVELED BLK'G.Roof~4 <br />5ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 <br />6SHEARWALL PER PLAN.Wall~2 <br />7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4 <br />8FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 <br />9BOUNDARY NAILS.N-10d~ <br />106-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11 <br />11DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 <br />12X ROOF RAFTER PER PLAN.ROOF~2 <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 />111 <br />SHEAR TRANSFER <br />45 <br />° <br /> <br />M <br />I <br />N <br />. <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X CEILING JOIST PER PLAN.ROOF~3 <br />42X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE.ROOF~5 <br />32 x 4 BRACE @ 48" O.C., MAX. L = 8'-0"ROOF~5 <br />54-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. <br />66-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11 <br />72X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 <br />82X CEILING 12" OVERLAP W/ 4-16d. <br />9DBL. TOP PLATE.W-22X4~10FRAMING CLIP LTP4 @ 48" O.C. MAX.A-LTP4_L~4 <br />11ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <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 />111 <br />CONNECTION DETAIL <br />111INSERTION 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 />1/ <br />2 <br />" <br />TY <br />P <br />. <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 />1BEAM PER PLAN. <br />1BEAM PER PLAN.1BEAM PER PLAN. <br />2DBL. TOP PLATE. <br />2DBL. TOP PLATE.2DBL. TOP PLATE.3SIMPSON STRAP MSTI36 OR ST6224 3SIMPSON STRAP MSTI36 OR ST6224 <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />5POST OR MULTI STUD PER PLAN.WALL~3 <br />5POST OR MULTI STUD PER PLAN.5POST OR MULTI STUD PER PLAN. <br />6(3)16d EA. SIDE <br />6(3)16d EA. SIDE <br />7SILL PLATE. <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 />1BEAM PER PLAN. <br />2DBL. TOP PLATE.4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />4SIMPSON (2)A35 @ TOP & BOTT. <br />5POST OR MULTI STUD PER PLAN.WALL~3 <br />7SILL PLATE. <br />COND A: DROP BEAM COND B: TOP FLUSH BEAM <br />COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM <br />111 <br />BEAM POCKET DETAIL <br />111 <br />TOP PLATE SPLICE TYP. <br />SEE TABLE <br />NAIL SPLICE: <br />STRAP SPLICE: <br />1FLOOR SYSTEM PER PLAN.FLOOR~7 <br />2FLOOR SYSTEM PER PLAN.FLOOR~7 <br />2FLOOR SYSTEM PER PLAN.FLOOR~7 <br />3FLOOR SYSTEM PER PLAN.FLOOR~7 <br />3FLOOR SYSTEM PER PLAN.FLOOR~7 <br />5FLOOR SYSTEM PER PLAN.FLOOR~7 <br />4FLOOR SYSTEM PER PLAN.FLOOR~74FLOOR SYSTEM PER PLAN.FLOOR~7 <br />2FLOOR SYSTEM PER PLAN.FLOOR~73FLOOR SYSTEM PER PLAN.FLOOR~7 <br />EQ.EQ. <br />EQ. <br />7FLOOR SYSTEM PER PLAN.FLOOR~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 />6FLOOR SYSTEM PER PLAN.FLOOR~7 <br />6FLOOR SYSTEM PER PLAN.FLOOR~7 <br />"W <br />" <br /> <br />M <br />A <br />X <br />. <br />"L" MAX.12" MIN.12" MIN. <br />EQ <br />. <br />EQ <br />. <br />1NOTCH LOCATION.2SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.)3BORED HOLE. <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 />111 <br />PLATE NOTCHING AND BORING <br />END LE <br />N <br />G <br />T <br />H <br />END LE <br />N <br />G <br />T <br />H <br />1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS.2HIP BM. OR TOP CHORD OF HIP TRUSS. <br />3SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. <br />42X FLAT BLK'G W/ E.N., SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN. 4 BAYS). <br />END LENGTH <br />5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~63SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. <br />1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS. <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 />111 <br />DRAG DETAIL <br />EQ.EQ. <br />1PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS). <br />2FLUSH BEAM PER PLAN.FLOOR~4 <br />3DBL. TOP PLATE. <br />4DROP BEAM PER PLAN.FLOOR~5 <br />5STRAP PER CHART BELOW. <br />6ALT. STRAP LOCATION. <br />7SEE PLAN FOR BEARING CONDITION. <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 />111 <br />DRAG DETAIL <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />4FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 <br />5SHEARWALL PER PLAN.WALL~2 <br />4FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 <br />6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 72X ROOF RAFTER OR TRUSS @ MAIN ROOF FRAMING (TYP.) <br />2X <br />6 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />VAL <br />L <br />E <br />Y <br />2X <br />F <br />L <br />A <br />T <br />VAL <br />L <br />E <br />Y <br />2X <br />F <br />L <br />A <br />T <br />C <br />B <br />A <br />B <br />82X R.R. @ CALIF. FRAMING @ 16" O.C., IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. PER DETAIL C <br />SCALE: <br />DETAIL A: CALIF. ROOF @ SHEARWALL <br />NTS SCALE: <br />CALIF. FRAMING (PLAN VIEW) <br />NTS <br />SCALE: <br />DETAIL B: CALIF. ROOF TO MAIN ROOF <br />NTS SCALE: <br />DETAIL C: CALIF. RIDGE <br />NTS <br />6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />92X CONT. W 2-16d @ 24" O.C. TOE NAIL TO TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. <br />102X FULL DEPTH BLOCKING.W-B2X6~1 <br />6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />112X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. FACE AND EA. SIDE <br />122X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND @ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. <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 />5SHEARWALL PER PLAN.WALL~2 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 <br />111 <br />CALIFORNIA FRAMING DETAIL <br />142X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 <br />SCALE: <br />ALT. CONVENTIONAL CALIF. FR'MG <br />NTS <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />152X ROOF RAFTER PER PLAN.ROOF~2 <br />162X ROOF RAFTER PER PLAN.ROOF~2 <br />EQ.EQ. <br />12X ROOF RAFTER PER PLAN.ROOF~22HIP BM. PER PLAN. <br />32X BLK'G <br />4SIMPSON STRAP ST18 @ 4'-0" O.C. <br />1. 2X ROOF RAFTER PER PLAN. <br />2. HIP BM. PER PLAN. <br />3. 2X BLK'G <br />4. SIMPSON STRAP ST18 @ 4'-0" O.C. <br />U.N.O. <br />111 <br />CONNECTION DETAIL <br />1RIDGE PER PLAN.ROOF~15 <br />2HIP BM PER PLAN. <br />3POST PER PLAN.WALL~3 <br />4SIMPSON POST CAP "LPC4" W/ FASTENERS PER MFR.CC-LPC4~2 <br />5A35 @ EA. SIDE OF KING POST. <br />6DOUBLE TOP PLATE OR DBL. JOISTS. <br />2HIP BM PER PLAN. <br />2HIP BM PER PLAN. <br />1RIDGE PER PLAN.ROOF~15 <br />7SIMPSON "LSSR" HANGER. <br />8DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~69SIMPSON "HCP" CONNECTOR <br />1. RIDGE PER PLAN. <br />2. HIP BM PER PLAN. <br />3. POST PER PLAN. <br />4. SIMPSON POST CAP "LPC4" W/ FASTENERS PER MFR. <br />5. A34 @ EA. SIDE OF KING POST. <br />6. DOUBLE TOP PLATE OR DBL. JOISTS. <br />7. SIMPSON "LSSR" HANGER. <br />8. DBL. TOP PLATE OR DROP BM. PER PLAN. <br />9. SIMPSON "HCP" CONNECTOR. <br />111 <br />CONNECTION DETAIL <br />1RIDGE PER PLAN.ROOF~1522X ROOF RAFTER PER PLAN.ROOF~2 <br />3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />4A35 @ EA. RAFTER <br />5SIMPSON STRAP LSTA30 @ 32" O.C.6EDGE NAILING.MISC~3 <br />1. RIDGE PER PLAN. <br />2. 2X ROOF RAFTER PER PLAN. <br />3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. <br />4. A35 @ EA. RAFTER <br />5. SIMPSON STRAP LSTA30 @ 32" O.C. <br />6. EDGE NAILING. <br />111 <br />CONNECTION DETAIL <br />111 <br />NOTCH BEAM DETAIL <br />1FLUSH BEAM NOTCH PER PLAN. <br />4MATCH SLOPE OF ROOF. <br />5MIN. 5" FOR 14" DEEP BEAM & MIN. 4" FOR 11 7/8" DEEP BEAM. SEE PLANS HIGHER HEEL STAND IS REQ'D. <br />2OVERALL BEAM DEPTH.6MTS12 EA. SIDE <br />3DBL. TOP PLATE.W-22X4~ <br />72X STUD WALL PER PLAN.WALL~1 <br />1. FLUSH BEAM NOTCH PER PLAN. <br />2. OVERALL BEAM DEPTH. <br />3. DBL. TOP PLATE. <br />4. MATCH SLOPE OF ROOF. <br />5. MIN. D/3 OF OVERALL BEAM <br />DEPTH. <br />SEE PLANS AND NOTCH BEAM <br />CALCULATION IF HIGHER HEEL <br />STAND IS REQ'D. <br />6. MTS12 EA. SIDE <br />7. 2X STUD WALL PER PLAN. <br />NOTE: <br />DO NOT OVERCUT <br />1HIP OR VALLEY <br />2SIMPSON STRAP MST48 <br />3SIMPSON COLUMN CAP <br />4POST PER PLAN.WALL~3 <br />5FRAMING CLIP A34 @ EA. SIDE OF POST <br />6DBL. C.J. OR STUD WALL <br />1. HIP OR VALLEY BEAM. <br />2. SIMPSON STRAP MST48. <br />3. SIMPSON "PC" POST CAP. <br />4. 4X MIN. KING POST. <br />5. FRAMING CLIP A34 @ EA. <br />SIDE OF POST. <br />6. DBL. C.J. OR DBL. TOP PLATE. <br />1HIP OR VALLEY <br />111INSERTION SCALE: <br />RRC11-250195 <br />CONNECTION DETAIL <br />1/12 <br />111 <br />SHEAR TRANSFER <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X ROOF RAFTER PER CALIF. FRAMING.ROOF~2 12X ROOF RAFTER PER PLAN.ROOF~2 <br />32X CEILING JOIST PER PLAN.ROOF~2 32X CEILING JOIST PER PLAN.ROOF~24CEILING AND RAFTER TIE W/ 6-16d.ROOF~2 5CEILING BEAM PER PLAN.ROOF~2 <br />62X4 @ 16" O.C. STUD WALL.ROOF~2 72X SOLE PLATE W/ 16d @ 6" O.C. OR SEE SHEAR WALL SCHEDULE.ROOF~2 <br />8PLYWOOD TYPE "A" OR SAME TYPE AS SHEAR WALL BELOW.ROOF~2 <br />9ROOF SHEATHING W/ NAILING PER NAILING SCHEDULE.ROOF~2 <br />9ROOF SHEATHING W/ NAILING PER NAILING SCHEDULE.ROOF~2 <br />10FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 <br />11SIMPSON APPROVED HANGER PER PLAN.MISC~1 <br />12BOUNDARY NAILS.ROOF~2 <br />122X ROOF RAFTER PER PLAN.ROOF~2 <br />122X4 @ 16" O.C. STUD WALL.ROOF~2 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X ROOF RAFTER PER CALIF. <br />FRAMING. <br />3. 2X CEILING JOIST PER PLAN. <br />4. CEILING AND RAFTER TIE <br />W/ 6-16d. <br />5. CEILING BEAM PER PLAN. <br />6. 2X4 @ 16" O.C. STUD WALL. <br />7. 2X SOLE PLATE W/ 16d <br />@ 6" O.C. OR SEE SW SCHDL. <br />8. PLYWOOD TYPE "A" OR SAME <br />TYPE AS SHEAR WALL BELOW. <br />9. ROOF SHEATHING W/ <br />NAILING PER NAILING SCHDL. <br />10. FRAMING CLIP A35 PER SW <br />SCHDL. @ 48" O.C. MAX. <br />11. SIMPSON APPROVED <br />HANGER PER PLAN. <br />12. BOUNDARY NAILS. <br />13. SHEAR TRANSFER <br />CONNECTION, REFER TO 3/SD3. <br />4CEILING AND RAFTER TIE W/ 6-16d.ROOF~2 <br />132X ROOF RAFTER PER PLAN.ROOF~2 <br />12X ROOF RAFTER PER PLAN.ROOF~2 <br />22X CEILING JOIST PER PLAN.ROOF~3 <br />32 x 4 BRACE @ 48" O.C., MAX. L = 8'-0"ROOF~5 <br />42X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE.ROOF~5 <br />54-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. <br />6FRAMING CLIP A34 AT EA. BRACE TO WD. BEAM.7CEILING BEAM PER PLAN.ROOF~14 <br />8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1 8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~19SIMPSON STRAP CS16 @ 32" O.C., L=2'-6" <br />10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 <br />1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. OR BLOCKING @ <br />48"O.C. MAX. <br />3. 2 x 4 STUD @ 48" O.C., MAX. AND STUD <br />HEIGHT= 8'-0" MAX. <br />4. 2X PURLIN SAME SIZE AS RAFTER <br />W/ 2-16d TO STUD. <br />5. 4-16d COMMON NAILS @ EA. RAFTER AND <br />STUD. <br />6. SIMPSON A34 AT EA. STUD <br />TO WD. BEAM. <br />7. CEILING BEAM PER PLAN. <br />8. SIMPSON APPROVED HANGER <br />PER PLAN. <br />9. SIMPSON STRAP CS16 @ 32" O.C. <br />W/ END LENGTH L=11" MIN. <br />10. ROOF SHEATHING AND NAILING PER NAILING <br />SCHDL. <br />111 <br />CONNECTION DETAIL <br />3