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CITY OF SANTA ANA 1 1 5 Planning a u1 qelicy 3 1 2 3 1 2 A ... . 0: V I EQ. EQ. ' ° . . 1. BEAM PER PLAN. -- . 2. DBL. TOP PLATE. u 3. SIMPSON STRAP MSTI36 �j-z= r =r_= z= r_--z �- 2 3. ST SO 2 V V ° 5 ° 9 �, A roved 4. SIMPSON A34 AT EA. 1. PLYWOOD SHEATHING W/ 2 5 SIDE OF BEAM AND POST 3 5 ° ° 3 i E.N. (TO EA. JOIST WHEN SSUANC COND. A X�3 3 COND. C PER BEAM CONDITION. DBL. FLOOR JOISTS). 4FOR PE ITr I E 5. POST OR MULTI STUD --- --- - ° ° ° ° COND A: DROP BEAM COND B: TOP FLUSH BEAM rI I n 2. FLUSH BEAM PER PLAN. o , -- PER PLAN. 3. DBL. TOP PLATE. o 1. 2X ROOF AFTER PER PLAN. 4 1 1 4 6. 2X STUD EA. SIDE OF •• •• •. •• •• •. •, •. •� � •. •. •. •� 4. DROP BEAM PER PLAN. �� R PLAN. 2 2X CEILING JOIST PER 8 10 2 3. 2X STUD R PLAN. 1 1 BEAM W/ 16d @ 12" O.C. 5. STRAP PER CHART �� 4. 2X BEVEL D BLK'G. DONG ENGINEERING, INC. STAGGERED TO POST. 6 BELOW. 1. (2) FRAMING CLIP A34 7 �� 11 5. ROOF E THING AND NAILING o • • • ° • ° ° ° • o :o' ° o: l� ADD 3-16d EA. SIDE TO BM. 6. ALT. STRAP LOCATION. 7661 GARDEN GROVE BLVD. 7. 2X SILL PLATE. 7. SEE PLAN FOR BEARING @ EA. END OF BRACER. -- PER NAILIN S�R L,.., + ° ii ° ° ° �i ° ° 4 2 4 4 CONDITION. 2. SIMPSON EPC OR ECCQ' 3 6. SHEARWA LP�R�L�Itler I D. GARDEN GROVE, CA 92841 ii -/ NOTE: COLUMN CAP PER PLAN. 6 7. FRAMING LIP LTP4 PER 3. RIDGE BEAM PER PLAN. SHEARWALL S " O.C. MAx. TEL- 714-617-5979 °-ADD FILLER @ SIDE of 7 INFO DONGENGINEERING.COM i - BEAM AS NEEDED. 1 5 4. 4X4 MIN. KING POST. 8. FRAMING LCa�, OCATION. 1. WOOD BEAM PER PLAN. \�� /�L022 � 5 � �5� 5. DBL. TOP PLATE. 9. BOUNDARY NAILS. 2. SIMPSON APPROVED COLUMN �� COND. B CAP PER PLAN. �� COND. D -- 3. WOOD POST OR DROP BEAM PER PLAN. z 4 7 4. SIMPSON STRAP "ST6236". ALT. LOCATION ON TOP OF BM. 6. HDR. PER PLAN. 10. 6-16d COMMON NAILS @ EA. • RAFTER AN RESTRICTIVE NOTICE 11. DBL. TOP PLATE OR DROP BM. THESE DESIGNS, DRAWINGS, AND I-VAI PER PLAN. SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, 6 TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT 5. PROVIDE SHIM UNDER AND @ IFROM THEM WITHOUT WRITTEN CONSENT. THE SIDE OF THE SMALLER BM. COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM WLC17 AS REQUIRED. WLC01 WLD01 RRC15 RRS02 BEAM TO POST CONNECTION F17 BEAM POCKET DETAIL 13 DRAG DETAIL 9 CONNECTION DETAIL 5 SHEAR TRANSFER 1 REVISIONS INSERTI❑N SCALES 1/12 INSER I I❑N SCALEI/16 INSERTI❑N SCALE- 1/1E INSERTI❑N SCALE; 1/2, INSERTI❑N SCALE: 1/12 NO: DATE REVISIONS 01 03/27/2025 PLAN CHECK 132 -1 i) ply) STRAP END LENGTH NAILS/ SPACING CAPACITY O CS16 3'-6" 8d BOX/ SINKER @ 4-1/8" 1700# © (2)CS16 3'-6" 8d BOX/ SINKER @ 4-1/8" 3400# O7 CMSTC16 3'-6" 16d SINKER @ 4-1/2" :45oil 6 13 7 I I I I I I I I ` iui L J` I LA \ ----------------- � 1. 2X ROOF RAFTER PER PLAN. 2. BOUNDARY NAILS. i i 8 6 1. 2X ROOF RAFTER PER PLAN. 5 6 3. 2X FULL DEPTH BLK'G @ 48" i i 2. 2X CEILING JOIST PER PLAN. O.C. BETWEEN RIM & 1ST JOIST. i t 2 i 3 3. 2X RIM OR BLK'G. 4 BOUNDARY NAILS TO BLK'G. 4. 2X STUD WALL PER PLAN. p 4. DBL. TOP PLATE OR IVf 7 13 5. SHEARWALL PER PLAN. 3 5 B z B DROP BM. PER PLAN. iA 0 IAI 0 6. FRAMING CLIP LTP4 PER ;Db- 5. FRAMING CLIP @ ALT. SHEARWALL SCHDL. w �' LOCATION.. @ 48" O.C. MAX. +'�`<<c� } } 10 7. PROVIDE 2X STRUT PROJECT OWNER 2 SHEARWALL SCHDL.P4 PER 4 5 ~ 4 5 ~ @ 48" O.C. W/ A35 @ EA. END. 13 @ 48" O.C. MAX. d f�1 8. 2X LEDGER W/ 2-16d @ 6" i CN L 7. SHEARWALL PER PLAN. STUWALL PER 9. ROOF SDHEATHING AND PLAN. I "' 1 ' 1 Imo/ IL Imo/ L N `\ \� U O.C. TO 2X BLK'G. 9. I 6 110?2 BO.C. 4 F LA SPAN ACROSS NAILING PER NAILING SCHDL. I MIN. 6 C.J. @ 8'-0" MAX. PROJECT ADDRESS 11. DBL. TOP PLATE. 13 8 7 1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN. 2 11 ��\ 12. ROOF SHEATHING AND 2. 2X BLK'G @ 48" O.C. __ NAILING PER NAILING SCHDL. 5 3. SIMPSON "DTC" @ 48" O.C. MAX. 13. CONT. PLYWOOD 8 4 4. JOIST OR TRUSS BOTT. CHORD. 5. NON BEARING WALL. A CV RRS14 RTC01 RRS11 DETAIL A: CALIF. ROOF @ SHEARWALL CALIF. FRAMING (PLAN VIEW) Z CD SCALE: NTS SCALE: NTS SHEAR TRANSFER 10 NON -BEARING WALL DETAIL 6 SHEAR TRANSFER 2 1. 2X ROOF RAFTER OR TRUSS PER PLAN. INSERTI❑N SCALE: 1/1c INSERTI❑N SCALEI 1/12 INSERTI❑N SCALE- 1/1L. 2. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., ♦♦) ^^ Q SEE NAILING PER SHEARWALL SCHDL. 4 5 4 1 v 3. ROOF SHEATHING AND NAILING PER 1. BM. PER PLAN CONT. OVER 6 4 NAILING SCHDL INTERMEDIATE POST. j 7 9 8 4. FRAMING CLIP A35/ LTP4 PER SHEARWALL 2. POST PER PLAN. SCHDL. @ 48" O.C. MAX. 3. LTP4 ON TOP OF CORNER BEAMS. 9 .. w Q 5. SHEARWALL PER PLAN. CONT. PLYWOOD 4. 1/2" DIA. LAG SCREW W/ 4" EMBED. INTO 3 SHEATHING SAME TYPE AS SHEARWALL 2 2 POST OR W/ 7" EMBED. FOR INVERT. 1 of Q 9 6 13 6 BELOW TO CALIF. FRAMING. 5. BM. PER PLAN, MITER CUT @ CORNER POST. 10 7 1. 2X ROOF RAFTER PER PLAN. 6. ROOF SHEATHING W/ CALIFORNIA 6. ALT. METHOD USE "PC", "BC" OR "AC" 3 1 2 I 4 2. 2X CEILING JOIST PER PLAN. Q FRAMING. CONNECTOR, BM. CAN BE SPLICED ON POST. 1. RIDGE PER PLAN. 1 3. TOP PLATE OR DROP BM. ``^^' Z 13 7. 2X4 ROOF RAFTER OR TRUSS @ MAIN 7. ALT. METHOD USE "EPC", "BC" OR "LCE" @ 2. SIMPSON "LSSR" FACE MOUNT 6 PER PLAN. v, Q ROOF FRAMING (TYP.) 2 3 5 2 1 CORNER CONDITION. FLUSH RIDGE COND. HANGER. 4. 2X SOLE PLATE W/ 16d @ 6" m U) 8. 2X R.R. @ @ CALIF. FRAMING 16 O.C., 8. RETURN BM. IF OCCURS. WILL NEED "W TOP 3. 2X ROOF RAFTER PER PLAN. O.C. U.N.O., SEE NAILING PER O IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. FLANGED HANGER OFFSET @ " SCALE: NTS EPC" & "BC". 4. ROOF SHEATHING AND SHEARWALL SCHDL. PER DETAIL C X MAYBE MITER CUT W/ "LCE" ON EA. BM AS ALT. NAILING PER NAILING SCHDL. 10 5. 2X STUD WALL PER PLAN. 11 9. 2X CONT. W 2-16d @ 24" O.C. TOE NAIL TO 4 4 7 5 8 4 5. BOUNDARY NAILS. I 6. SHEARWALL PER PLAN. M •� �J TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. 2 6. SIMPSON COILED STRAP CS16 7. ROOF SHEATHING AND 1 10. 2X FULL DEPTH BLOCKING. 8 1 W/ 11" END LENGTH @ 32" O.C. 1 NAILING PER NAILING SCHDL. 11. 2X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. 1 7. LAP AND SPLICE W/ 3-16d @ 8. ROOF SHEATHING W/ FACE AND EA. SIDE EA. SIDE. 2 CALIFORNIA FRAMING. 10 12 12. 2X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND 8. 2X FULL DEPTH BLOCKING. i 3 9. BOUNDARY NAILS. @ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. �__� 10. FRAMING CLIP LTP4/ A35 13. BOUNDARY NAILS. PER SHEARWALL SCHDL. @ 6 5 48" O.C. MAX. 3 1 STAMP DETAIL B: CALIF. ROOF TO MAIN ROOF DETAIL C: CALIF. RIDGE 7 6 4 SCALE: NTS SCALE: NTS DROP RIDGE COND. pFESSIO SCALE: NTS QR G N5�(� RRC03 WLC10 RRC04 240517-1 C m CALIFORNIA FRAMING DETAIL 15 BEAM TO STANDALONE POST 11 CONNECTION DETAIL 7 SHEAR TRANSFER 3 6 EXP.03131126 INSERTI❑N SCALEI/12 INSERTI❑N SCALEI/ 1E INSERTI❑N SCALEI/16 INSERTI❑N SCALEI s CIVk\- NAIL SPLICE: 5 1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF T��FOFCA\_\F SEE TABLE SPLICE U.N.O. & PER TABLE BELOW. "L" MAX. 12" MIN. 12" MIN. 2. 2X STUD WALL PER PLAN. 3. LOCATE STUD UNDER SPLICE OR )< PROVIDE 2X BLKG. ATTACHED TO DATE SIGNED: 3/27/25 3 4 2 ADJACENT STUD W/ (3) 16d EA. SIDE. 1. ROOF SHEATHING AND 4. PLATE TO STUD NAILING PER Oj 1 3 2 NAILING PER NAILING SCHDL. 4 C.B.C. MIN REQUIREMENTS. w 6 5 3 2. ROOF SHEATHING W/ SHEET DESCRIPTION •. 6 5. NUMBER OF NAIL SPECIFIED CALIFORNIA FRAMING. BETWEEN SPLICING POINTS PER EQ. EQ. Q i 3. BOUNDARY NAILS. �, �.� STRUCTURAL DETAILS STRAP SPLICE: TABLE BELOW. 1 2 3 i �. �� 4. 2X ROOF RAFTER PER 1 6. SIMP. STRAP PER TABLE BELOW. 7 6 PLAN. 7. SIMP. STRAP ST6224. 5 5. CALIFORNIA FRAMING. TOP PLATE. 2 NOTES: NOTE: 1. NOTCH LOCATION. 8 g 7. FRAMING CLIP LTP4 PER 6 - FULLY NAIL STRAP W/ 16d ONLY ONE NOTCH OR HOLE ALLOWED PER 2. SIMPSON STRAP "MSTA36" W/ (11) 4 SHEARWALL SCHDL. @ 48" SINKER OR 10d COMMON. 7 EA. STUD. (EXCLUDING LET -IN BRACES). 10d COMMON EA. END (STRAP NOT 2 1 4 O.C. MAX. \ -NAIL SHALL BE STAGGERED REQ'D AT SILL PLT.) 14 8. PLYWOOD TYPE "A" 5 EQ. EQ. & AT LEAST 2 1/4" APART. 3. BORED HOLE. 10 9. 2X STUD WALL PER 2X SOLE PLATE W/ PAN L . 2 3 1. HDR. PER PLAN. 2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. CONDITION A B C NAIL MIN. PLATE LAP 4'- 0" MIN. 4'- 0" MIN. 6'- 0" MIN. SPLICE COMMON NAIL 1 ROW (9) - 16d 2 ROW (6) - 16d 2 ROW (9) - 16d STRAP STRAP MSTA30 ST 6224 MST48 SPLICE CAPACITY 1880# 2506# 3760# 2-2X TOP PLT. 2X OR 3X SILL PLATE. NOTCHES BORED HOLES MIN. SPACING "L" MAX. "W" MAX. 2X4 PLATE 6-0" 3-1/2" 1-1/2" 1-1/4" 2X6 PLATE 6-0" 5-1/2" 2" 2" 2X8 PLATE 6-0" 5-1/2" 2" 3" v 6" O.C. U.N.O., SEE NAILING 1. RIDGE PER PLAN. 4 PER SHEARWALL SCHDL. 11. SIMPSON APPROVED 2. 2X ROOF RAFTER PER PLAN. 3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. HANGER PER PLAN. 13 12. CEILING BEAM PER PLAN. DE#: 240517 4. A35 @ EA. RAFTER 12 11 5. SIMPSON STRAP LSTA30 @ 32" O.C. 13. 2X CEILING JOIST PER SHEET 6. EDGE NAILING. PLAN. 14. BOUNDARY NAILS. 5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. WLC30 WLC03 WLC05 RRC05 240517-2 SD2 TYPICAL HEADER DETAIL 20 TOP PLATE SPLICE TYP. 16 PLATE NOTCHING AND BORING 12 CONNECTION DETAIL 8 SHEAR TRANSFER 4 INSERTI❑N SCALE, 1112 INSERTION SCALE 1/12 INSERTI❑N SCALE: