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CITY OF S ANA <br />3 1 2 3 1 2 5 Planning a UUl cy <br />1 1 EQ. EQ. R <br />BEAM PER PLAN. 1 , <br />2. DBL. TOP PLATE. 1 <br />F_ ! \ 'I 3. SIMPSON STRAP MSTI36 �{_z=�r =r_= z= r_==z 5 <br />I OR ST6224. 2 u <br />1. BEAM PER PLAN. A r <br />2. SIMPSON STRAP EA. SIDE 4. SIMPSON A34 AT EA. 1. PLYWOOD SHEATHING W/ CE@ 5 3 9 <br />a i i OF BEAM TO POST. 5 SIDE OF BEAM AND POST 3 5 E.N. (TO EA. JOIST WHEN 4 '�C <br />I I LU / I 5 PER BEAM CONDITION. FOR PE Q DBL. FLOOR JOISTSI•i•I /� 3. POST PER PLAN. � � � )• � ��5 � I E <br />i I i° I I 5. POST OR MULTI STUD ----- 2. FLUSH BEAM PER PLAN.! <br />4. ALT. TO MSTA12 STRAPS, COND A: DROP BEAM COND B: TOP FLUSH BEAM - 0 1. 2X ROOF AFTER PER PLAN. <br />'i USE 2X KING STUD EA. SIDE PER PLAN. <br />OF BEAM TO POST &NAIL W/ 6. 2X STUD EA. SIDE OF N. R PLAN. <br />3 DBL TOP PLATE <br />2 BEAM W/ 16d 12" O.C. 4 DROP BEAM PER 2 2X STUD JOIST PER <br />�rl I I 16d @ 16" O.C. TO POST & MIN. 1 1 °� 5. STRAP PER CHART 8 10 2 3. 2X STUD R PLAN. <br />5-16d TO BM. BELOW. <br />STAGGERED TO POST. 6 �� 4. 2X BEVEL D BLK'G. DONG ENGINEERING, INC. <br />Lu ADD 3-16d EA. SIDE TO BM. 7 i �� 11 <br />2 I I NOTES: / 6. ALT. STRAP LOCATION. - 5. ROOF SH THING AND NAILING 7661 GARDEN GROVE BLVD. <br />I 7. 2X SILL PLATE. PER NAILIN S L. <br />3 3 - ADD SHIMS AS REQUIRED. 4 4 22 C SEE PLAN FOR BEARING 2 1 4 <br />NOTE: CONDITION. O6 -� 3 7. FRAMING LIP LTP4 PER GARDEN GROVE CA 92841 <br />4 6. SHEARWA L ��.e r <br />- IF THERE IS DBL. TOP PLATE <br />I I BETWEEN BM. & POST, �� �� 7 <br />INCREASE LENGTH OF STRAP -ADD FILLER @SIDE OF SHEARWALL S�,�:' O.C. MAX. TEL- 714-617-5979 <br />BEAM AS NEEDED. 8. FRAMING L OCATION. INFO DONGENGINEERING.COM <br />TO ACCOMMODATE. 9. BOUNDAR NAILS. <br />- FILL ALL STRAP HOLES W/ 5 55 <br />NAILS. �i <br />STRAP TYPE <br />END LENGTH <br />CAPACITY <br />A <br />MSTA12 <br />- <br />1880# <br />B <br />(1) CS16 <br />1'-1" <br />3400# <br />C <br />(2) CS16 <br />1'-1" <br />6800# <br />STRAP <br />END LENGTH <br />NAILS/ SPACING <br />CAPACITY <br />O <br />CS16 <br />3'-6" <br />8d BOX/ SINKER @ 4-1/8" <br />1700# <br />© <br />(2)CS16 <br />3'-6" <br />8d BOX/ SINKER @ 4-1/8" <br />3400# <br />O <br />CMSTC16 <br />3'-6" <br />16d SINKER @ 4-1/2" <br />4500# <br />1. RIDGE PER PLAN. 10. 6-16d C014MON NAILS @ EA. RESTRICTIVE NOTICE <br />2. 2X ROOF RAFTER PER PLAN. RAFTER AN <br />3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 11. DBL. TOP PLATE OR DROP BM. THESE DESIGNS, DRAWINGS, AND <br />SPECIFICATIONS ARE THE EXCLUSIVE <br />4. A35 @ EA. RAFTER PER PLAN. <br />PROPERTY OF <br />5. SIMPSON STRAP LSTA30 @ 32" O.C. <br />6. EDGE NAILING. THESE DRAWINGSS CANNOT BE COPIED, <br />NAENGINEERING. <br />TRANSFERRED, OR REPRODUCED NOR <br />CAN ANY OTHER STRUCTURES BE BUILT <br />FROM THEM WITHOUT WRITTEN CONSENT. <br />COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM <br />WLCO2 WLC01 WLD01 RRC05 RRS02 <br />CONNECTION DETAIL 17 BEAM POCKET DETAIL 13 DRAG DETAIL 9 CONNECTION DETAIL 5 SHEAR TRANSFER 1 REVISIONS <br />IPVSERTI❑N SCALES 1112 INSERT;❑N SCALEI/16 NSERTI❑N SCALE; 1112 INSERTI❑N SCALE: 111E INSERTI❑N SCALE: 1/12 NO: DATE REVISIONS <br />1 12/12/2024 1ST PLAN CHECK <br />4 5 <br />1. BM. PER PLAN CONT. OVER FAO �E/VGTy <br />INTERMEDIATE POST. 10 1 3 <br />2. POST PER PLAN. - -� 1. TYPICAL ROOF RAFTER OR k_, k_, <br />i/�I <br />Al <br />iAl Al <br />3. LTP4 ON TOP OF CORNER BEAMS. ��� TOP CHORD OF TRUSS. <br />4. 1/2" DIA. LAG SCREW W/ 4" EMBED. INTO <br />2. HIP BM. OR TOP CHORD OF ��� �� 1. 2X ROOF RAFTER PER PLAN. <br />� i I 1 i I <br />POST OR W/ 7" EMBED. FOR INVERT. HIP TRUSS. <br />2 I I 2. 2X CEILING JOIST PER PLAN. <br />2 SIMPSON STRAP CS16 W/ 8d <br />5. BM. PER PLAN, MITER CUT @CORNER POST. 3. i i i i 3. 2X FULL DEPTH BLK'G @ 48" <br />6. ALT. METHOD USE "PC", "BC" OR "AC" 4 2 1 SINKER NAIL @ 2-1/16" O.C. CUT i I 3 2 i I 3 O.C. BETWEEN RIM & 1ST <br />8 <br />CONNECTOR, BM. CAN BE SPLICED ON POST. TO FIT OVERALL BAYS OF BLK'G i I i I 4 JOIST. BOUNDARY NAILS TO <br />7. ALT. METHOD USE "EPC", "BC" OR "LCE" @ WHERE APPLICABLE. BLK'G. <br />4. 2X FLAT BLK'G W/ E.N., SEE !v 4. DBL. TOP PLATE OR DROP <br />3 5 2 1 CORNER CONDITION. 1 PLAN FOR BLK'G LENGTH OR �A � � I/\I INC <br />2 8. RETURN BM. IF OCCURS. WILL NEED "W" TOP END LENGTH 5 11 BM. PER PLAN. <br />FLANGED HANGER OFFSET @ "EPC" & "BC". NO. OF BAYS. (MIN. 4 BAYS). 7 5. 2X STUD WALL PER PLAN. PROJECT OWNER <br />5. DBL. TOP PLATE OR DROP BM. 6. SHEARWALL PER PLAN. <br />• MAYBE MITER CUT W/ "LCE" ON EA. BM AS ALT. o- o- <br />PER PLAN. 4 5 ~ 4 5 ~ 7. 2X SOLE PLATE W/ 16d @ 6" <br />O.C. U.N.O., SEE NAILING PER <br />8 2 F tip\ NOTES: M ; SHEARWALL SCHDL. <br />ADD 2" x 4" x 48" LONG MEMBER <br />8. FRAMING CLIP LTP4 PER <br />1 �ENGT TO RECEIVE 2ND CS16 & NAIL W/ <br />H SHEARWALL SCHDL. <br />16d @ 4" O.C. STAGGERED. A\ 8 @ 48" O.C. MAX. <br />3 5 i 9. ROOF SHEATHING AND PROJECT ADDRESS <br />1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN. 5 6 NAILING PER NAILING SCHDL. <br />10. BOUNDARY NAILS. <br />Z. <br />ZA OLN U CC_V 40 U.U. 11. CONT. PLYWOOD SAME <br />STRAP END LENGTH NAILS/ SPACING CAPACITY 3. SIMPSON "DTC" @ 48" O.C. MAX. <br />7 6 4 TYPE AS SHEARWALL BELOW. <br />@ CS16 3'-6" 8d BOX/ SINKER @ 2-1/16" O.C. 1700# 4. JOIST OR TRUSS BOTT. CHORD. <br />5. NON BEARING WALL. <br />gO (2)CS16 3'-6" 8d BOX/ SINKER @ 2-1/16" O.C. 3400# <br />WLC10 <br />RRD01 <br />RTC01 <br />RRS12 <br />co <br />C) <br />18 <br />BEAM TO STANDALONE POST <br />14 <br />DRAG DETAIL <br />10 <br />NON -BEARING WALL DETAIL <br />6 <br />SHEAR TRANSFER <br />2 <br />N <br />INSERTI❑N SCALE1i <br />i6 <br />INSERTION SCALEI/16 <br />INSERTI❑N SC <br />_E: <br />1112 <br />2-0" MIN. <br />INSERTI❑N <br />SCALE; i/1L. <br />U) C� <br />2 <br />PANEL WIDTH <br />Q <br />9 <br />2 <br />1. SHEAR PANEL PER PLAN. <br />uj <br />___________________ <br />3 <br />I <br />i <br />l 1 <br />3 <br />2. EDGE NAIL (E.N.) SHEAR <br />PANEL TO ALL SHEARWALL <br />. \\ XI <br />Q Q <br />1 i <br />i <br />EDGES. <br />0 <br />4 i <br />WHEN PANEL EXTEND TO <br />z Q <br />�-@ <br />1. PANEL BOUNDARY &BOUNDARY <br />NAILING (B.N.) PER PLAN. <br />I <br />i <br />i <br />i I <br />i i i 7 r <br />TRIMMER, E.N. BOTH TRIMMER <br />AND KING STUDS. <br />g 6 1. 2X ROOF RAFTER PER PLAN. <br />2. 2X CEILING JOIST PER PLAN. <br />L Q <br />4 <br />I <br />2. FIELD NAILING PER PLAN. <br />3. FIELD NAIL @ 12" O.C. <br />3. 2X RIM OR BLK'G. <br />N <br />3. CONTINUOUS PANEL EDGE, NO <br />I <br />I <br />I I I <br />4. 2X OR MULTIPLE KING STUD <br />4. 2X STUD WALL PER PLAN. <br />CV <br />BLKG', E.N. PER PLAN. <br />i i <br />i i i <br />i i i i i <br />PER FRAMING NOTE W/ 16d <br />6 <br />7 13 5. SHEARWALL PER PLAN. <br />r z <br />4. DISCONTINUOUS PANEL EDGE, <br />I•i • <br />@ 16" O.C. TO TRIMMER. <br />6. FRAMING CLIP LTP4 PER <br />E .N. PER PLAN. <br />i 1 <br />1 <br />1 I I <br />5. TRIMMER PER PLAN. <br />SHEARWALL SCHDL. <br />. <br />^ <br />v) <br />5. FRAMING @ 24" O.C. SHOWN (16" <br />I <br />I <br />ii ii <br />I <br />ii I•I• <br />I I 1 <br />6. HEADER PER PLAN. <br />@ 48" O.C. MAX. <br />O.C. SIMILAR). <br />I <br />I <br />I I <br />7. MIN. 3-16d TO END OF HEADER. <br />10 7. PROVIDE 2X STRUT <br />\�� <br />6. DIRECTION OF FACE GRAIN <br />� i <br />i i <br />8. SIMPSON HOLDOWN <br />@ 48" O.C. W/ A35 @ EA. END. <br />5 <br />- <br />PERPENDICULAR TO SUPPORT. <br />I ° <br />I <br />I <br />I �8 \ <br />g PER PLAN. <br />8. 2X LEDGER W/ 2-16d @ 6" <br />-- <br />- <br />6 1 <br />�J NOTES: <br />i <br />I <br />i <br />� i - o + <br />! <br />- y.vvn�l1 nvwvvvl14a <br />CONNECTED TO KING STUD, <br />\ <br />\\ <br />\ <br />�J O.C. TO 2X BLK'G. <br />- STAGGER JOINTS AS SHOWN.; <br />nnlnl n1 ! - I— - Inl 1 nr <br />L- <br />- <br />1L__-� <br />----------------- <br />-1L__-- ` <br />-- <br />REPLACED SDS SCREWS W/ <br />.-.°..-. �.-. . �...-. �.. �.-. .-.ter .-. . ,... <br />I 6 902E B4 FLAT@SPANOACROSS <br />1 <br />y <br />x DE#: 240363_ <br />1. SHEAR PANEL PER PLAN. SHEET <br />4 2. 2-2X OR 4X BLOCKING. <br />3. EDGE NAILING (E.N.). <br />OFFSET EDGE SUPPORT 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 />WLC03 WLC05 WLC04 WLC06 <br />SD2 <br />20 TOP PLATE SPLICE TYP. 16 PLATE NOTCHING AND BORING 12 BLOCKING AT EDGE SUPPORT 8 SHEAR AT OPENING 4 <br />INSERTI❑N SCALE; 1112 INSERTI❑N SCALE; 1/12 INSERTION SCALEI/24 <br />­( q j - IVI IIV. JILC Vf onr= I Jfl/1LL [:)I-' LUNUtzr% LtZNU 1 P'I 1 U Utz z I/Z I MIN. 6 C.J. @ 8'-0" MAX. <br />,// 2 FT. x 2 FT. NOTES: L PENETRATIONS TO TRIMMER. <br />11. DBL. TOP PLATE. <br />- NAILS SHALL BE DRIVEN TIGHT 12. ROOF SHEATHING AND <br />5 BUT SHALL NOT FRACTURE 1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. 2 11 �� 5 NAILING PER NAILING SCHDL. <br />1. HDR. PER PLAN. SURFACE OF SHEATHING. 2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. 13. CONT. PLYWOOD STAMP <br />2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP. - TOLERANCE ON NAILING SHALL BE 3. STAGGER NAILS THAT ARE SPACED 2" O.C. 4 <br />3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR 3/4" W/ THE AVERAGE NAIL 4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE. <br />SPACING OVER ANY 4 FT. LENGTH 5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. <br />WALLS AT OPENINGS WIDER THAN 8'-0" RpFESSIpN <br />4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. BEING AT LEAST THAT NOTED ON 6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL ��Q G ql�, <br />THE PLAN. LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. <br />5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. <br />WLC30 WLC07 WLC08 RRS11 �n <br />w 6 <br />19 TYPICAL HEADER DETAIL 15 PLYWOOD SHEATHING LAYOUT 11 SHEAR PANEL ASSEMBLY DETAIL 7 SHEAR TRANSFER 3 * EXP.03131126 <br />INSERTION SCALED/24 iNSERTI❑N SCALED/24 INSERTI❑N 24" MIN. CONT. 24 MIN. S' CIV1�- <br />NAIL SPLICE: 5 1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF T�TFOF�A��Fp�� <br />SEE TABLE SPLICE U.N.O. & PER TABLE BELOW. "L" MAX. 12" MIN. 12" MIN. CL PANEL JOINT. <br />2. 2X STUD WALL PER PLAN. <br />3. LOCATE STUD UNDER SPLICE OR 3/8" TYP. <br />)< PROVIDE 2X BLKG. ATTACHED TO 2 2 DATE SIGNED: 4/8/25 <br />,I ADJACENT STUD W/ (3) 16d EA. SIDE. 1 <br />4 2 �� 4. PLATE TO STUD NAILING PER <br />C.B.C. MIN REQUIREMENTS. w1 SHEET DESCRIPTION <br />6 5. NUMBER OF NAIL SPECIFIED <br />BETWEEN SPLICING POINTS PER X <br />STRAP SPLICE: EQ. EQ' TABLE BELOW. 1 2 3 2 3 5 1 3 STRUCTURAL DETAILS <br />6. SIMP. STRAP PER TABLE BELOW. <br />7. SIMP. STRAP ST6224. - OFFSET EDGE SUPPORT <br />1. ROOF SHEATHING AND NAILING <br />n NOTES: NOTE: 1. NOTCH LOCATION. PER NAILING SCHDL. 2 5 4 1 <br />6 - FULLY NAIL STRAP W/ 16d ONLY ONE NOTCH OR HOLE ALLOWED PER 2. SIMPSON STRAP "MSTA36" W/ (11) 2. JOIST. <br />7 SINKER OR 10d COMMON. EA. STUD. ( EXCLUDING LET -IN BRACES). 10d COMMON EA. END (STRAP NOT 3. 2 x 4 W/ 16d @ 12" O.C. 2 <br />EQ. EQ. - NAIL SHALL BE STAGGERED REQ'D AT SILL PLT.) PANEL JOINT. 4. 2 x 4 FLAT W/ (2) 1Od @ EA. END. <br />�'��` & AT LEAST 2 1/4" APART. 3. BORED HOLE. 6 <br />3/8" TYP. <br />2 3 <br />CONDITION <br />A <br />B <br />C <br />NAIL <br />MIN. PLATE LAP <br />4'- 0" MIN. <br />4'- 0" MIN. <br />6'- 0" MIN. <br />SPLICE <br />COMMON NAIL <br />1 ROW (9) - 16d <br />2 ROW (6) - 16d <br />2 ROW (9) - 16d <br />STRAP <br />STRAP <br />MSTA30 <br />ST 6224 <br />MST48 <br />SPLICE <br />CAPACITY <br />1880# <br />2506# <br />1 3760# <br />2-2X TOP PLT. <br />2X OR 3X <br />SILL PLATE. <br />NOTCHES <br />BORED <br />HOLES <br />MIN. <br />SPACING <br />"L" <br />MAX. <br />"W" <br />MAX. <br />2X4 PLATE <br />6-0" <br />3-1/2" <br />1-1/2" <br />1-1/4" <br />2X6 PLATE <br />6-0" <br />5-1/2" <br />2" <br />2" <br />2X8 PLATE <br />6-0" <br />5-1/2" <br />2" <br />3" <br />