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CITY OF SANTA ANA ncy MST37 (2)16 d FACENAIL HEADER PER MIN PLATE SPLICE SEE NON -BEARING THRU ONE PLAT TO STUD 2x STUDS @ 16" O.C. SEE PLAN 2x BLOCKING @ 4'-0" HEIGHT W (2) 16d TOENAIL EACH END 2X TRIMMER AND KING STUD PRESSURE TREATED SILL PLATE TOP OF SLAB OR SHEATHIN (2)16d FACENAIL 0 SCHED OR PLAN / 4 -0 W/(8) 16d U.N.O. ON PLAN PARTITION A DETAIL FOR TO FRAMING (2)16d FACENAIL STUD TO HEADER xa 0 I 0 G R 3" J_ SIMPSON A34 TYP 0.145"0 POWDER MIN WHERE SHOWN ANCHOR W/1 3 NCHORAGE c", CONNECTION 4d OR FO P AN(�_E HEADER SCHEDULE (SEE NOTE 1) OPN'G WIDTH HEADER UP TO 4'-0" 4x4 6'-0" TO 8'-0" 4x6 8'-0" TO 10'-0" 4xl0 2.5 MIN 90° HOOK 180° HOOK D=BEND DIMAETER 6d FOR 3 THRU 8 7h+ -=----- -- 8dFOR910& 11 6x RIDGE + V 2x RIDGE aster I D: PER PLAN PER PLAN COL. TIE OR NOTE: BM. STIRRUP SIMPSON "CC" OR SHIM AS REQ'D at010I( EnGmEERHIG 1. HEADERS, KINGSTUDS AND OTHER r EQUAL POST CAP REFERENCES ON PLAN GOVERN KING POST OVER TYPICAL DETAIL. 36 BAR DIAM. UNLESS PLAN 2. INSTALL 1 x6 DIAGONAL LET -IN BRACE INDICATED OTHERWISE Irvine, CA 92614 AT 25'-0"AND AT EACH END IN ALL L 1/4" THICK x 2112" WIDE t: 310.433.7927 WALLS NOT PLYWOOD SHEATHED, WELDED PLATE BOTH SIDES 1/2"� THRU MAXIMUM SLOPE OF DIAGONAL SHALL - �+, W/ 2-5/8"0 THRU BOLTS2- BOLTS @ 24" O.C. fV gineerin com e: smobed@nicken g. BE 2 VERTICAL TO 1 HORIZONTAL. it l STAGG. 3. NAIL SILL PLATE TO WOOD FRAMED KEEP 1.5" CLR OR 6d (4" MIN.) FLOORS WITH 16d @ 12" O.C. TO BLOCKING BELOW SHEATHING. BARS MAY BE IN CONTACT IF WIRED TOGETHER 1.5" FOR #3 TIE 2" FOR #4 TIE DRIVEN /8 WASHER AND 1" EMBEDMENT AT (2) 8d TOENAIL EA. 9 MAX 16d FACENAIL @ 18" O.C. 24" O.C. AND 6" FROM END OF PLATE (SEE NOTE 3) LAP & OFFSET TIE OR STIRRUP SIDE OF STUD MULTIPLE STUD FULL LENGTH W-BEAM —/ PER PLAN 2x STOCK CONT. FILLER 1 10/25/25 PCC1 REV DATE DESCRIPTION INTERIOR NON -BEARING STUD WALL FRAMING 7 TYP. REINFORCING BENDS 4 DETAIL 1 PROJECT 2" CLR TYP 1 /16"X1.25" PLASTIC JOINT (2)16 d FACENAIL HEADER PER PROVIDE DOUBLE MIN PLATE SPLICE SEE SHEAR OR 1/8"X1.25" SAW -CUT THRU ONE PLAT TO STUD 2x STUDS @ 16" O.C. SEE PLAN 2x BLOCKING @ 4'-0" HEIGHT W/ (2) 16d TOENAIL EACH END 2X TRIMMER AND KING STUD PRESSURE TREATED SILL PLATE TOP OF SLAB OR SHEATHIN (2)16d FACENAIL 0 SEE PLAN Tea neSldence W.W.F. OR REBAR SEE PLAN 2233 W Hall Ave. CRACK CONTROL JOINT Santa Ana, CA 92704 STRAP RAFTERS WITH B. N. SIMPSON ST2115 @ KEY FORM 1 X2 STOP MESH POLY VINYL 32" O.C. (U.N.O.) OR GAL. MTL. AT JOINT SULFIDE SEALANT NOTE: _ _ - PLY'D STH'G SEE 2x RR -4 WOOD NOTES 1. HEADERS, KINGSTUDS AND OTHER =,;,! REFERENCES ON PLAN GOVERN #3X3'-O" AT 1/2" PREMOULDED OVER TYPICAL DETAIL 18 O.C. EXPANSION JOINT 2. SEE SHEARWALL PLYWOOD NAILING CONSTRUCTION JOINT EXPANSION JOINT DETAIL FOR ADDITIONAL INFORMATION 3. AT WOOD FRAMED WALLS USE SILL CONNECTION PER SHEARWALL NATURAL OR DEPRESS SLAB A SCHEDULE COMPACTED GRADE REQ'D SEE ARCH. — =- -= - SIMPSON LSU OR LSSU RIDGE BEAM 2X MIN. PERHANGER TYP. LE I z I I 2 - ! - SEE PLAN (2) 8d TOENAIL EA. 9 MAX 16d FACENAIL@ 12" O.C. OR 4'-0" O.C. MAX _ -f 1 1'-0" SIDE OF STUD MULTIPLE STUD FULL LENGTH (SEE NOTE 3) 8„ 4&CENT AT TURN —DOWN EDGE AT SLAB DEPRESSION EXTERIOR AND INTERIOR BEARING/SHEAR WALL FRAMING 8 TYP. SECTION AT SLAB ON GRADE 5 SECTION 2 QROFESS/ 4'-0" SPLICE W/ 16d @ 3" O.C. STAGG. SIMPSON DTC @ 48" O.C. NOTE: ��o S Mo p FULL DEPTH 2x (TYP.) U.N.O. (SLOT NAILS SHALL BE INSTALLED BLOCKING EA SIDE 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST W z IN THE MIDDLE OF SLOT) TENSIONED CABLE WHILE DRILLING FOR NEW ANCHORS. NO.75884 @ 48 O.C. 2. USE SIMPSON SET-XP EPDXY (ICC ESR-2508) FOR ALL ANCHORS. N, EXP.06.30.26 \� 3. ROUGHEN THE SURFACE OF THE EXISTING CONCRETE SLAB PRIOR 9TF civic______�,: DOUBLE 2x_ _ _ _ _ _ 8 8 POURING THE NEW CONCRETE. of CA, TOP PLATENa-, Z RI STUDS PER a- _ _ — I— EXTERIOR WALL JOIST \ PLAN = .. � Q OUNDA N ILING (B. .) I 0 az : i _ _ — — — —"� — 2x STUDS 2x4 @ 4'-0" WITH 2x STUDS TYP. NAILING A -- — — — :: —2)-16 d EA END @ 16" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, CONN. AT SPLICE �� i @ 16 O.C.0. C. I••I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ----- — — — 2 NAILS @JOIST PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 2x STUD TO ALTER THIS DOCUMENT. SPLICE LENGTH EDGE NAILING @ 16" 0. °- 0.145"0 POWDER DRIVEN 2" IN. : i — — — #4 DOWEL @ 16" O.C. ANCHOR W/ 1318" WASHER & SHEET TITLE 37" MIN. TYP 3" MIN. USE (4) "0 w �' (DRILL & EPDXY) BOLTS MIN. OR z¢ _ _ L — _ °° 18" FROM ND OF PLATE & 6 AS SPECIFIED a i IELD� I 2X BLK'G. 2x SILL PLATE W/ 0.145 0 616 ON PLAN c� NAILINGi' 1• 1 2x STUDS POWDER DRIVEN ANCHOR TYP. NP . TYP. DETAILS DOUBLE 2x � �i ,—„ • --I�� —•— • •�f EDGE CONC. SLAB EMB. @ 24 O.C. & 6 a TOP PLATE _ 4 - IDE i•NG •i i TRUSS JOISTS SEE PLAN FROM END OF PLATE a a ° m STUDS PER CD —— FOR SPACING _ PLAN °oIII—III a a ALT. BOLTING CONN. AT SPLICE B — _ _ — I— NOTE: III III —III= —I I —I —IT -.III .-F -hi I=1 =1 --I SHEET NUMBER NOTES: I. -I SEE WOOD NOTES ON S-1 1. SPLICE SHOULD NOT BE WITHIN SHEAR WALL PANELS WITH EDGE NAILING CLOSER THAN V FOR ALL INFORMATION ABOUT (E) SLAB PLYWOOD GRADE, NAILING, ETC. PER PLAN 6" O.C. OR DOUBLE SIDED SHEAR WALLS. NOTE: #4 DOWEL @ 16" O.C. 2. SPLICE ALSO SHOULD NOT BE WIITHIN THE LENGTH OF ANY STEEL STRAPS CONNECTION. DO NOT INSTALL NON -BEARING PARTITIONS UNTIL DEAD LOAD IS IN (DRILL & EPDXY) #4 @ 16" O.C. 3. WHEN SPLICE OF TOP PLATES CAN NOT BE RELOCATED OUTSIDE THE AFOREMENTIONED PLACE. AT ROOF CONSTRUCTION AND WHERE A DEFLECTION SPACE @ CENTER OF SLAB SHEAR PANEL OR STRAP CONNECTION, OR WHERE REQUIRED PER PLAN, USE ALT. S=6 BOLTING CONNECTION "B". HAS BEEN PROVIDED FOR THIS REQUIREMENT MAY BE WAIVED). EA. WAY TYP. PLATE SPLICE 12 TYP. PLYWOOD PANEL LAYOUT 9 NON -BEARING PARTITION WALL DETAIL 6 SECTION 3 SCHEDULE-,,,,KINGSTUD WHERE OR PLANOPENING EXCEEDS 6'-0" 4 -0 W/(8) 16d U.N.O. ON PLAN TRANSFER SECTION OR PLAN XBLK'G PROVIDE i 1 i i I DOUBLE i i i (2)16d i TRIMMERI AT OPNG'S FACENAIL STUD TO GREATER i THAN 8'-O" i i i i i HEADER < CD S 37 1 i i i i i i AT HEAR 0 i i i i i i WA R 3" SIMPSON A34 TYP �_ 5/8"0 X12" A.B MIN WHERE SHOWN SH. W. SCHEDU TYP. HEADER SCHEDULE (SEE NOTE 1) OPN'G WIDTH HEADER UP TO 6'-0" 4x6 6'-0" TO 8'-0" 4x8 8'-0" TO 10'-0" 4x10