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CITY OE ';ANTA 5 Planning a ui en y EQ. EQ. 1 7 6 12 12 6 13 7 _ y 'I 2 9 A - oved of 3 5 i 1. PLYWOOD SHEATHING W/ LX. I 1. 2X ROOF RAFTER PER PLAN. E.N. (TO EA. JOIST WHEN 2. 2X CEILING JOIST PER PLAN. 4DBL. 3.. �-(4) --- ---- - - 22. FLUSOH OR BEAM I P R) PLAN. 9 4. 2DX ST DBL.PWALL PER PLAN. ° ° PLATE. o-' PER / T45 �UAN( 3. DBL. TOP PLATE. 1 3 12 1 5. 2X SOLE PLATE W/ 16d ° 1. 2X ROO RAFTERQR PLAN. 4. DROP BEAM PER PLAN. @ 6" O.C. U.N.O., SEE NAILING 2. 2X STUCEID G JOIST PER PLAN. 3 �� B B 5. STRAP PER CHART PER SHEARWALL SCHDL. 8 10 2 3. 2X STU PER PLAN. 4 B K' 2X BEVE ED L G. w � � 6 BELOW. 8 � X 6. 2x BLK'G @ 4'-0° o.c. �� DONG ENGINEERING, INC. 6. ALT. STRAP LOCATION. 7. ROOF SHEATHING AND 7 i �� 11 5. ROOFS SHEATHING AND NAILING 7. SEE PLAN FOR BEARING 4 11 NAILING PER NAILING SCHDL. -- PER NAILI G SCHDL. 7661 GARDEN GROVE BLVD., 13 N C 4 CONDITION. 8. PLYWOOD TYPE "A" MIN. 6 3 6. SHEAR A E u& I D: GARDEN GROVE, CA 92841 7 5 12 9. FRAMING CLIP LTP4 PER 7. FRAMIN 2 SHEARWALL SCHDL. SHEARWAI.L SCHDL. @ 48" O.C. MAX. TEL- 714-617-5979 8. 11 @ 48° O.C. MAX. 9. BOUNDS. �LocaTION. INFO@DONGENGINEERING.COM 1 4 13 5 8 STRAP END LENGTH NAILS/ SPACING CAPACITY O5 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" 4500# 10. CEILING BEAM PER PLANV 11 . 11. 2X MEMBER W/ 2-16d Iu� �� X i41 @ 16" O.C. TO STUD OR BM. 10. 6-16d C MMON NAILS @ EA. RAFTER A D CEILING JOIST. RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE 12. BOUNDARY NAILS. DBL. T PER PLAN. PER PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, 2 10 2 TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT A FROM THEM WITHOUT WRITTEN CONSENT. WLD01 RRS18 RRS02 DETAIL A: CALIF. ROOF @SHEARWALL CALIF. FRAMING (PLAN VIEW) DRAG DETAIL 9 SHEAR TRANSFER 5 SHEAR TRANSFER 1 REVISIONS SCALE: NTS SCALE: NTS NO: DATE REVISIONS 1. 2X ROOF RAFTER OR TRUSS PER PLAN. 8 2. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., 01 10/16/2024 PLAN CHECK SEE NAILING PER SHEARWALL SCHDL. 3. ROOF SHEATHING AND NAILING PER �FNGTH NAILING SCHDL. 4. FRAMING CLIP A35/ LTP4 PER SHEARWALL 1. TYPICAL ROOF RAFTER OR ' � �`�! TOP CHORD OF TRUSS. ii�i IAI SCHDL. @ 48" O.C. MAX. ~�� 2. HIP BM. OR TOP CHORD OF �� '� 12 10 3 1 5. SHEARWALL PER PLAN. CONT. PLYWOOD �= i i 1 i i SHEATHING SAME TYPE AS SHEARWALL HIP TRUSS. 1. 2X ROOF RAFTER PER PLAN. 3. SIMPSON STRAP CS16 W/ 8d i i i i 2. 2X CEILING JOIST PER PLAN. 9 6 13 6 BELOW TO CALIF. FRAMING. 6. ROOF SHEATHING W/ CALIFORNIA SINKER NAIL @ 2-1/16" O.C. CUT i i 3 2 i i 3 3. ROOF SHEATHING AND FRAMING. 4 2 1 TO FIT OVERALL BAYS OF BLK'G NAILING PER NAILING SCHDL. 7. 2X4 ROOF RAFTER OR TRUSS @MAIN WHERE APPLICABLE. 4. CEILING BEAM PER PLAN. 13 4. 2X FLAT BLK'G W/ E.N., SEE I I 3 6 7 5. SIMPSON APPROVED ROOF FRAMING (TYP.) 1 PLAN FOR BLK'G LENGTH OR I I HANGER PER PLAN. 8. 2X R.R. @ CALIF. FRAMING @ 16" O.C., END LENGTH _ IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. NO. OF BAYS. (MIN. 4 BAYS). 8 6. DBL. TOP PLATE OVER PER DETAIL C 5. DBL. TOP PLATE OR DROP BM. a a 2X4 @ 16" O.C. STUD WALL. PROJECT OWNER 11 9. 2X CONT. W 2-16d @ 24" O.C. TOE NAIL TO ` PER PLAN. 4 5 ~ 4 5 1 10 g 7. FRAMING CLIP LTP4 PER SHEARWALL SCHDL. TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. NOTES: � � 10 @ 48" O.C. MAX. 1 10. 2X FULL DEPTH BLOCKING. F�-Lit-*" " " M M 8. PLYWOOD TYPE "A". 11. 2X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. FNGTy ADD 2x 4x 48LTO RECEIVE 2ND CONON &NAIL W/G MEMBER 9. 2X SOLE PLATE W/ 16d @ 6" FACE AND EA. SIDE 16d @ 4" O.C. STAGGERED. i� �i O.C. U.N.O., SEE NAILING PER 10 12 12. 2X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND 3 5 ° n SHEARWALL SCHDL. PROJECT ADDRESS 10. BOUNDARY NAILS. @ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. i/ 13. BOUNDARY NAILS. 1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN. 11. 2X BEVELED BLK'G. STRAP END LENGTH NAILS/ SPACING CAPACITY Z. ZA tsLr\ U L 40 U.C.. 3. SIMPSON "DTC" @ 48" O.C. MAX. (� �/ 11 �(4 \-( \-(2 W/ 2-16d @ 6" O.C. TO BM. �J �J �J �J 12. ROOF SHEATHING DETAIL B: CALIF. ROOF TO MAIN ROOF DETAIL C: CALIF. RIDGE SCALE: NTS SCALE: NTS 4. JOIST OR TRUSS BOTT. CHORD. 5. NON BEARING WALL. W/ 2X R.R. PER CALIFORNIA FRAMING. @)CS16 3'-6" 8d BOX/ SINKER @ 2-1/16" O.C. 1700# O (2)CS16 3'-6" 8d BOX/ SINKER @ 2-1/16" O.C. 3400# RRC03 RRD01 RTC01 RRS21 �- O CALIFORNIA FRAMING DETAIL 14 DRAG DETAIL 10 NON -BEARING WALL DETAIL 6 SHEAR TRANSFER 2 N m 3 1 2 3 1 2 EXISTING GARAGE NEW ADU Q 12 /� /� U 1. BEAM PER PLAN. 1 1 ru 8 Ili2. DBL. TOP PLATE.X � O Z �- ��_� 3. SIMPSON STRAP MST136 1. 2X ROOF RAFTER PER PLAN. L ! UK S 16224. 2. 2X CEILING JOIST FtK FLAN. 4 4 4. SIMPSON A34 AT EA. 3. DBL. TOP PLATE. g 6 1. 2X ROOF RAFTER PER PLAN. ______________ _________ 5 SIDE OF BEAM AND POST 4. 2X SOLE PLATE W/ 16d @ 6" 2. 2X CEILING JOIST PER PLAN. cn 3 0 0 ° 5 PER BEAM CONDITION. 10 1 O.C. U.N.O., SEE NAILING PER 3. 2X RIM OR BLK'G. 5. POST OR MULTI STUD 3 7 1 SHEARWALL SCHDL. _ ___________ COND A: DROP BEAM COND B: TOP FLUSH BEAM PER PLAN. 5. 2X STUD WALL PER PLAN. 7 13 4. 2X STUD WALL PER PLAN. z 6. 2X STUD EA. SIDE OF 15 12 6. SHEARWALL PER PLAN. 5. SHEARWALL PER PLAN. Q 4 6. FRAMING CLIP LTP4 PER (V COND: "A" COND: "C"1. SEE PLAN FOR SHEAR WALL 7 9 3 1 1 BEAM W/ 16d @ 12" O.C. 7. ROOF SHEATHING AND SHEARWALL SCHDL. Q ♦♦^^ @ 48O.C. MAX. HOEDOWN/ STRAP. STAGGERED TO POST. g NAILING PER NAILING SCHDL. " �0 8 5 % ADD 3-16d EA. SIDE TO BM. 8. ROOF SHEATHING W/ 10 7. PROVIDE 2X STRUT r 2. 2X STUD (U.N.O.) 2 2 7. 2X SILL PLATE. ° ° ° CALIFORNIA FRAMING. @ 48" O.C. W/ A35 @ EA. END. 2 3. SHEARWALL PER PLAN. �� 10 ° ° 9. BOUNDARY NAILS. 8. 2X LEDGER W/ 2-16d @ 6" �� 4. BOUNDARY NAILS. 4 4 ` NOTE: 10. FRAMING CLIP LTP4 PER ` 3 1 5 5. 16d @ 3" O.C. STAGGERED. 1. (E) 2X STUD WALL. O.C. TO 2X BLK'G. 4'- 2. (E) 2X ROOF RAFTER PER PLAN. �--� � � -ADD FILLER @SIDE OF SHEARWALL SCHDL. @ 48" \ 9. 2X BLK'G @ 4'-0" O.C. 3. (N) 2X CEILING JOIST WHERE OCCURED. MIN. 6 C.J. @ 8'-0" MAX. BEAM AS NEEDED. 9 2 O.C. MAX. I 6 10. 2 x 4 FLAT SPAN ACROSS 11. DBL. TOP PLATE OR DROP Af 4. (E) ROOF SHEATHING. 4 5 4� 11 BM. PER PLAN. 11. DBL. TOP PLATE. 5. (E) DBL. TOP PLATE OR DROP BM PER PLAN. =i v 12. PLYWOOD 12. ROOF SHEATHING AND 2 6. (N) SHEARWALL WHERE OCCURRED. In 13. (E) 2X CEILING JOIST 7. (N) FRAMING CLIP A35 PER SHEARWALL " __ 14. (E) 2X STUD WALL NAILING PER NAILING SCHDL. 3 5 SCHDL. @ 48" O.C. MAX. 4 7 4 7 6 15. (E) ROOF RAFTER PER 4 13. CONT. PLYWOOD STAMP 8. BOUNDARY NAILS. � 13 �� 9. (N) 6-16d COMMON NAILS @ EA. RAFTER AND PLAN. (ROOF SHEATHING. COND: B�� COND: D�� (N) CEILING JOIST. 14 5 �peOfE S10A14', . COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM WLC09 RRAS01 WLC01 240190-1 RRS11 �� ?n W 6 SHEARWALL/WALL INTERSECTION 19 SHEAR TRANSFER 15 BEAM POCKET DETAIL 11 SHEAR TRANSFER 7 SHEAR TRANSFER 3 EXP.03131126 NAIL SPLICE: 5 1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF sTgTFC10- OFCA��F��\� SPLICE U.N.O. & PER TABLE BELOW. 10 SEE TABLE 1 "L" MAX. 12" MIN. 12" MIN. i ' 2. 2X STUD WALL PER PLAN. 3. LOCATE STUD UNDER SPLICE OR 5 E SIGNED: 10/16/24 PROVIDE 2X BLKG. ATTACHED TO DAT 1 i g ADJACENT STUD W/ (3) 16d EA. SIDE. i i 3 4 2 4. PLATE TO STUD NAILING PER C.B.C. MIN REQUIREMENTS. w 6 5 3 ,�/° ° / SHEET DESCRIPTION 4 7 i EQ6 5. NUMBER OF NAIL SPECIFIED 1 ° ,' i BETWEEN SPLICING POINTS PER "�T �\ 4 ° / STRUCTURAL DETAILS STRAP SPLICE: ' EQ' TABLE BELOW. 1 2 3 6. SIMP. STRAP PER TABLE BELOW. - !' � 3 1. 2X ROOF RAFTER PER PLAN. -` 6 7. SIMP. STRAP ST6224. `� \` 2. 2X CEILING JOIST PER PLAN. 5 6 3. 2 x 4 BRACE @ 48" O.C., MAX. L=8'-0". 3 2 NOTES: NOTE: 1. NOTCH LOCATION. `�\ �s° 4. 2X PURLIN SAME SIZE AS RAFTER 6 - FULLY NAIL STRAP W/ 16d ONLY ONE NOTCH OR HOLE ALLOWED PER 2. SIMPSON STRAP "MSTA36" W/ (11) W/ 2-16d TO BRACE. 7 SINKER OR 10d COMMON. EA. STUD. ( EXCLUDING LET -IN BRACES). 10d COMMON EA. END (STRAP NOT 2 1 4 \` ? 5. 4-16d COMMON NAILS @ EA. RAFTER EQ. EQ. NAIL SHALL BE STAGGERED REQ'D AT SILL PLT.) 7 AND BRACE JOIST. f i �� " & AT LEAST 2 1/4APART. 3. BORED HOLE. 6. SIMPSON A34 AT EA. BRACE . . . . . . . . . . . . a e TO WD. BEAM. 2 3 . 1. BEAM OR GIRDER TRUSS BOTTOM CHORD PER PLAN. � 2 �O 2. TRIMMER STUD PER PLAN. 3. HDR. PER PLAN. 4. DBL. TOP PLATE. 5. 2X CRIPPLE STUD WHERE OCCURRED. 6. 4X MIN. BLOCKING W/ (2) A34 AT TOP & BOTTOM. 7. A34 AT EA. SIDE OF BEAM TO TOP PLATE. 8. FOR TRUSS BOTTOM CHORD CONDITION, REPLACE 2 A34 W/ SIMPSON "LGT" GIRDER TIEDOWN U N O 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" 7. CEILING BEAM PER PLAN. 1. RIDGE PER PLAN. -. 8. SIMPSON APPROVED HANGER 2. 2X ROOF RAFTER PER PLAN. PER PLAN. DE#: 240190 3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 8 9 8 2 9. SIMPSON STRAP CS16 @ 32 O.C. 4. A35 @ EA. RAFTER W/ END LENGTH L=11" MIN. 5. SIMPSON STRAP LSTA30 @ 32" O.C. 10. ROOF SHEATHING AND NAILING SHEET 6. EDGE NAILING. PER NAILING SCHDL. WLC11 ( I. WLC03 WLC05 RRC05 RRCO2 SD2 GIRDER TO HEADER CONNECTION 20 TOP PLATE SPLICE TYP. 16 PLATE NOTCHING AND BORING 12 CONNECTION DETAIL 8 CONNECTION DETAIL 4