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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: 4/7/25 <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 />240022 <br />22 <br /> <br />U <br />N <br />I <br />T <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br /> <br />N <br />. <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />30 <br />, <br />5 <br />8 <br />2 <br /> <br />S <br />F <br /> <br />G <br />R <br />O <br />S <br />S <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br />A <br />SD4 <br />STRUCTURAL DETAILS <br />1 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />1DBL. TOP PLATE.WALL~8 <br />22X SILL PLATE TYP. U.N.O. <br />3FULL HEIGHT POST OR MULTI STUD PER PLAN.3FULL HEIGHT POST OR MULTI STUD PER PLAN. <br />4HDR. PER PLAN, EXTEND TO POST. <br />4HDR. PER PLAN, EXTEND TO POST. <br />5OPENING PER ARCH. PLAN. <br />5OPENING PER ARCH. PLAN. <br />62X FLOAT AT EDGE IF OPENING NOT EXTEND TO F.H. POST. <br />7A34 @ EA. CORNER, SEE NOTE (*) FOR ALT. INSTALLATION. <br />8A34 AT EA. CORNER FROM POST/ MULTI STUD TO HDR., SEE NOTE (*) FOR ALT. INSTALLATION. <br />9FRAMING CLIP @ ALT. LOCATION.A-LTP4_F~3 <br />9FRAMING CLIP @ ALT. LOCATION.A-LTP4_F~3 <br />10APPLY ST6236 IF WIDTH OF OPENING EXCEEDS 6'-0" OR THERE IS NO TRIMMER. <br />112X TRIMMER W/ 16d @ 8" O.C. TO POST.FLOOR~2 <br />1. DBL. TOP PLATE. <br />2. 2X SILL PLATE TYP. U.N.O. <br />3. FULL HEIGHT POST OR <br />MULTI STUD PER PLAN. <br />4. HDR. PER PLAN, EXTEND <br />TO POST. <br />5. OPENING PER ARCH. <br />PLAN. <br />6. 2X FLOAT AT EDGE IF <br />OPENING NOT EXTEND TO <br />F.H. POST. <br />7. A34 @ EA. CORNER, SEE <br />NOTE (*) FOR ALT. <br />INSTALLATION. <br />8. A34 AT EA. CORNER FROM <br />POST/ MULTI STUD TO HDR., <br />SEE NOTE (*) FOR ALT. <br />INSTALLATION. <br />9. FRAMING CLIP @ ALT. <br />LOCATION. <br />9. FRAMING CLIP @ ALT. <br />LOCATION. <br />10. APPLY ST6236 IF WIDTH <br />OF OPENING EXCEEDS 6'-0" <br />OR THERE IS NO TRIMMER. <br />11. 2X TRIMMER W/ 16d @ 8" <br />O.C. TO POST. <br />NOTES: <br />* INSTALL LTP4 AT EA. FACE <br />OF EA. HDR. TO POST. <br />** IF THERE IS NO ROOM FOR <br />TRIMMER, USE SIMPSON <br />"HUC" HANGER U.N.O. TO <br />CONNECT HDR. TO FULL <br />HEIGHT POST & USE ST6236 <br />TO CONNECT HDRS. <br />TOGETHER. CENTER STRAP <br />@ POST. <br />111 <br />FULL HEIGHT WALL DETAIL <br />1DBL. TOP PLATE.WALL~8 <br />1BEAM OR DBL. TOP PLATE.2SIMPSON STRAP CS16 W/ LENGTH PER TABLE BELOW.32X BLK'G W/ EN ALONG DRAG LINE MIN. (4) BAYS U.N.O. <br />1. BEAM OR DBL. TOP <br />PLATE. <br />2. SIMPSON STRAP <br />CS16 W/ LENGTH PER <br />TABLE BELOW. <br />3. 2X BLK'G W/ EN <br />ALONG DRAG LINE MIN. <br />(4) BAYS U.N.O. <br />NOTES: <br />- LOCATE STRAP OVER <br />PLYWOOD SHEAR <br />PANEL. <br />STRAP CAPACITYEND LENGTH <br />19 <br />20 <br />CS16 <br />(2)CS16 <br />1700# <br />3400# <br />3'-6" <br />3'-6" <br />NAILS/ SPACING <br />8d BOX/ SINKER @ 4-1/8" <br />8d BOX/ SINKER @ 4-1/8" <br />19 <br />111 <br />DRAG DETAIL <br />1CS16 <br />111 <br />DRAG DETAIL <br />24X BLK'G <br />24"3 BAY MIN. <br />32-2 x 6 DFL#2 @ 16" O.C. FULL HEIGHT PER PLAN <br />4FLOOR SYSTEM PER PLAN.FLOOR~7 <br />1. CS16 <br />2. 4X BLK'G <br />3. 2-2 x 6 DFL#2 @ 16" O.C. FULL HEIGHT PER PLAN <br />4. FLOOR SYSTEM PER PLAN. <br />23 <br />1FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-LTP4_L~5 <br />22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 <br />32X STUD WALL PER PLAN.WALL~14SHEARWALL PER PLAN.WALL~2 <br />4SHEARWALL PER PLAN.WALL~2 <br />5DBL. TOP PLATE.W-22X4~ <br />6RIM PER PLAN <br />32X STUD WALL PER PLAN.WALL~1 <br />1. FRAMING CLIP LTP4 PER <br />SHEARWALL SCHDL. <br />@ 32" O.C. MAX. <br />2. 2X SOLE PLATE W/ 16d <br />@ 6" O.C. U.N.O., SEE NAILING <br />PER SHEARWALL SCHDL. <br />3. 2X STUD WALL PER PLAN. <br />4. SHEARWALL PER PLAN. <br />5. DBL. TOP PLATE. <br />6. RIM PER PLAN <br />111 <br />SHEAR TRANSFER <br />1FLOOR SYSTEM PER PLAN.FLOOR~72SIMPSON APPROVED HANGER PER PLAN.MISC~11FLOOR SYSTEM PER PLAN.FLOOR~7 3STEEL BEAM PER PLAN.FLOOR~6 <br />42X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. FLOOR SYSTEM PER PLAN. <br />2. SIMPSON HANGER. USE "JB" OR "ITS" HANGER FOR SOLID <br />JOIST OR I-JOIST U.N.O. <br />3. STEEL BEAM PER PLAN. <br />4. 2X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. <br />5. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. <br />111 <br />CONNECTION DETAIL <br />1STEEL BEAM PER PLAN.FLOOR~62WOOD BEAM PER PLAN. <br />31/4" THK. U PLATE, WIDTH OF PLATE THE SAME AS WIDTH OF BEAM W/ (4) 5/8" M.B.1STEEL BEAM PER PLAN.FLOOR~6 <br />1. STEEL BEAM PER PLAN. <br />2. WOOD BEAM PER PLAN. <br />3. 1/4" THK. U PLATE, WIDTH OF PLATE THE <br />SAME AS WIDTH OF BEAM W/ (4) 5/8" M.B. <br />SECTION A <br />A <br />_ <br />1/4" <br />1/4" <br />111 <br />CONNECTION DETAIL <br />1STEEL BEAM PER PLAN.FLOOR~6 <br />1STEEL BEAM PER PLAN.FLOOR~6 <br />2DBL. TOP PLATE OR DROP BEAM PER PLAN. <br />2DBL. TOP PLATE OR DROP BEAM PER PLAN. <br />2DBL. TOP PLATE OR DROP BEAM PER PLAN. <br />31/4" THK. STEEL STIFFENER. <br />4POST PER PLAN OR SOLID BLKG. SAME WIDTH AS STEEL BM. W/ (2) A35 T&B. <br />53"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2".53"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2". <br />6TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 6TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 <br />53"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2". <br />7FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 7FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. STEEL BEAM PER PLAN. <br />2. DBL. TOP PLATE OR DROP BEAM PER PLAN. <br />3. 1/4" THK. STEEL STIFFENER. <br />4. POST PER PLAN OR SOLID BLKG. SAME <br />WIDTH AS STEEL BM. W/ (2) A35 T&B. <br />5. 3"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. <br />THRU BOLTS W/ SLOT HOLE 1 1/2". <br />6. TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ <br />32" O.C. MAX. <br />7. FLOOR SHEATHING AND NAILING PER <br />NAILING SCHDL. <br />1/4"TYP. <br />111 <br />CONNECTION DETAIL <br />1/8"3 SIDES HANGER <br />TO BEAM <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2CONTINUOUS FILLER MEMBER. CONNECTED TO STEEL BM. W/ 5/8" Ø STUD BOLTS @ 32" O.C. STAGGERED <br />3STEEL BEAM PER PLAN.FLOOR~6 <br />4WOOD BEAM PER PLAN.5TOP-FLANGE HANGERS <br />1. FLOOR SHEATHING AND <br />NAILING PER NAILING SCHDL. <br />2. CONTINUOUS FILLER <br />MEMBER. CONNECTED TO <br />STEEL BM. W/ 5/8" STUD BOLTS <br />@ 32" O.C. STAGGERED <br />3. STEEL BEAM PER PLAN. <br />4. WOOD BEAM PER PLAN. <br />5. SIMPSON HANGER PER PLAN. <br />111 <br />CONNECTION DETAIL <br />1STEEL BEAM PER PLAN.1STEEL BEAM PER PLAN. <br />2HSS COLUMN PER PLAN.2HSS COLUMN PER PLAN. <br />3TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 3TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 <br />41/2" STIFFENER PLATE.51/2" END PLATE. <br />63/4" STEEL PLATE W/ 4-3/4" A307 THRU. BOLTS.63/4" STEEL PLATE W/ 4-3/4" A307 THRU. BOLTS. <br />3/16"3/16" <br />1/4"1/4" <br />INTERMEDIATE CONDITION END CONDITION <br />1. STEEL BEAM PER PLAN. <br />2. HSS COLUMN PER PLAN. <br />3. TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. <br />4. 1/2" STIFFENER PLATE. <br />5. 1/2" END PLATE. <br />6. 3/4" STEEL PLATE W/ 4-3/4" A307 THRU. BOLTS. <br />111 <br />CONNECTION DETAIL <br />1FLOOR SYSTEM PER PLAN.FLOOR~72SIMPSON APPROVED HANGER PER PLAN.MISC~11FLOOR SYSTEM PER PLAN.FLOOR~7 3STEEL BEAM PER PLAN.FLOOR~6 <br />1. BOTTOM FLUSH BEAM PER PLAN. <br />2. CUSTOM STEEL SADDLE. <br />3. STEEL BEAM PER PLAN. <br />4. SOLID FILLER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. <br />5. (2) 1/2" M.B. TO FLUSH BEAM. <br />111 <br />CONNECTION DETAIL <br />1/4 3 SIDES, TYP.1/2 2 SIDES <br />5FLOOR SYSTEM PER PLAN.FLOOR~7