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B. At POLE LARGER TPAN 2" DIA. At U1' 2 9/16" MAX.DIAMETER DOLE At CONNECTION MINIMUM NAILING, U.N.O. ON PLANS OR DETAILSU1' FOOTING AND REINFORCING PER 2x4 WALL OR AT NOTCH PLACE 2x4 WALL. 4" MAX. DIAMETER JOIST OR TRUSS t0 TOP PLATE, SILL, ETC. (3) 16d OR(3)3" x 0.131", TOENAIL PLAN STUD DIRECTLY UNDER ANY TRUSS MOLE At 2x6 WALL. CENTER MOLE LOCATED IN TPE STUD BAY IN TOP PLATES BRIDGING t0 JOIST (2)8d COMMON OR(2)3" x 0.131", TOENAIL EACP END CONTAINING T14E POLE/NOTCP BOTTOM PLATE TO JOIST OR BLOCKING (AT SPEAR .c. x 0.131" AT SU2 GRADE BEAM AND REINFORCING y 16d AT 16" oOR 3" " o.c.,FACE NAIL PER PLAN � U2' 1 3/4" DEEP x 2 1/2" LONG NOTCH WALLS, SEE SPEAR WALL SCDEDULE) ® W o C. AT PENETRATIONS AND NOTCPES IN TOP PLATES ALLOWED TOP PLATE t0 STUD (2) 16d COMMON, (3)3" x 0.131", END NAIL U3' S BAR, TO MATCP AND LAP ` xo LARGER T14AN NOTED ABOVE USE TOP AND BOTTOM PLATE TO POST (2) 16d COMMON, (3)3" x 0.131", END NAIL ———— 1 GRADE BEAM REINFORCING, TYP. un v ti P5-24 PARDY SADDLE (PFG-5342) (D 5IMP50N CT6218 STRAP EACDF TOENAILS: (4)Sd COMMON OR(4)3" x 0.131", " ' w/ (22) 16d COMMON. PARDY PLATE, EXCEPT PER NOTE A STUD t0 BOTTOM PLATE (4) 16d AT 3x AND LARGER ————J I ® LAP LENGTR PER SCPEDULE _ o rn SADDLE MAY BE INSTALLED END NAILS: (2) 16d COMMON OR (3)3" x 0.131", (2)20d AT 3x I x o c� M. UPSIDE-DOWN. DOUBLE OR MULTIPLE 5UILT-UP STUDS (POST) 16d AT 16" oc.OR 3" x 0.131" AT S" or,PACE NAIL Ic W � CL_ " f2�4 2 DOUBLE OR MULTIPLE TOP PLATES 16d AT 16" o.c. OR 3" x 0.131" AT 12" o.c.,PACE NAIL I v C o A. NO STRAP REQ'D. W14ERE PLATES -- 3 � X G o ,— ARE STITCP NAILED ON BOTP BLOCKING BETWEEN JOIST OR RAFTERS t0 TOP PLATE (3) 16d OR(3)3" x 0.131", TOENAIL ————— I � Q�'? NA NA SIDES OF HOLE w/NAILS RIM JOIST TO TOP PLATE 16d AT 6" o.c. OR 3" x 0.131" At 6" o.c., TOENAIL L J O U � � ca M V�1111 11 'JI 1111 MINSTALLED BETWEEN POLE AND TOP PLATES, LAPS AND INTERSECTIONS (2) 16d COMMON OR(3)3" x 0.131",PACE NAIL BREAK IN EIT1-1ER TOP PLATE PER CONTINUOUS DEADER, TWO OR MORE LAMINATIONS 16d COMMON AT 16" o.c. ALONG EACP EDGE PLAN VIEW TABLE BELOW. NAILS PER CO 3 TYPICAL TOP PLATE SPLICE CEILING JOISTS t0 PLATE (3) 16d OR (5)3" x 0.131", TOENAIL 3 DETAIL MAY COUNT IN TOTAL CONTINUOUS DEADER t0 INTERMEDIATE 5UPPORT(5) (4)Sd COMMON TOENAIL I I �— NUMBER OF NAILS CEILING JOISTS, LAPS OVER PARTITIONS (3) 16d COMMON OR(4)3" x 0.131",PACE NAIL 2 CEILING JOISTS TO PARALLEL RAFTERS (3) 16d COMMON OR(4)3" x 0.131" PACE NAIL PLATE HOLE DIA. NAILS RAFTER OR TRU55 TO PLATE (3) 16d OR l3)3" x 0.131", TOENAIL 3/4" OR LE55 4 CORNER G.T✓RAFTER TO PLATE (4) 16d, TOENAIL 2x4 BUILT-UP CORNER STUDS 16d AT 16" o.c.OR 3" x 0.131" AT 16" o.c. 1 3/4" OR LESS 10 KING STUD TO DEADER SEE DETAIL 15/50.7 2 1/2" OR LESS 4 FA 3 3/4BOX COLUMN NJTERSECTbN - PLAN VIEW Store: B. MI5C.NAILING SPALL BE PER CBC A. SEE PLAN OR C.S.N.FOR TOP PLATE YOSEMITE & COTTAGE ELEVATION 2x6 " OR LE55 10 TABLE 2304.9.1 SPLICE CONNECTION 11 TYPICAL HOLE IN DOUBLE TOP PLATE 09 TYPICAL NAILING SCHEDULE MANTECA, CA 95336 WA01-23 110331 NO SCALE 09- NO SCALE Restaurant #RC529 UINTERIOR WALL ( (20) 16d EACP SIDE OF JOINT IN TOPM05T MEMBER OF DOUBLE Professional of Record: NAME U2' EXTERIOR WALL 0 ® 1 TOP PLATE U.N.O. ON PLAN. NAILS 3 1 2 IN SAME LINE 2" o.c.MIN. INCREASE U3' DO NOT NOTCD TOP PLATE NAIL SPACING UP TO S" o.c.MAX., 2 ® BREAK IN TOP PLATE FOR STAGGER NAILS AND SPACE OXA INTERIOR WALL LAP SPALL BE EVENLY TO AVOID SPLITTING2 5 TREATED AS TYPICAL TOP PLATE U2' JOINT IN TOPMOST MEMBER BREAK PER FRAMING PLAN NOTE. 3 I O DESIGN ATTACP LAP TO TOP PLATE w/ (2) U3' JOINT IN BOTTOMMOST MEMBER I 16d A OPT�N A U5' (2) 16d AT 24" o.c. TO FULL PEIG 4T ® JOINTS IN DOUBLE TOP PLACES 3 I I - A r c h i t e c t u r a l 5 5 SPALL BE OFFSET 48 MIN. Solutions Grou STUDIS)OR LADDER BLOCKINGP BETWEEN STUDS. FASTEN BLOCKING TO ADJACENT STUDS w/ ALIGN STUD BESPLICE AT BREAAKK IN EITDER CENTER OF ® 38 EXECUTIVE PARK, 1 (2) 16d EACP END MEMBER OF DOUBLE TOP PLATE —___ ________ ___ SUITE 310 © (2) 16d TOENAILS EACP PLATE, (4) I /I SPLK E AT DOUBLE TOP PLATES © IRVINE, CA 92614 BEAM MAY ACT A5 BOl-I'OMMOSt 4TOTAL. AT NON-LOAD BEARING MEMBER AS OCCURS INTERIOR WALLS, TOENAIL Ix 2 TOPMOST PLATE FROM TOP TO (I) G1405TED ITEMS INDICATE 5 AVOID SPLITTING ® OPTIONAL SPLICE w/NAILING PER A. APPLICABLE AT ALL 10 10 O AT BEAMS EXCEEDING V-0" IN LENGTP. AT BEAMS LE55 T14AN SLAB MERSECTION — VEW INTERIOR/EXTERIOR Z 8'-0" IN LENGTD TOP PLATE SPALL WAR INTERSECTIONS UN.O. ON PLANS RUN CONTINUOUS OVER BEAM. NO dy STRAPS REQUIRED FROM BEAM TO d d B B. ADDITIONAL STUD(5)AS REQUIRED BOTTOMMOST PLATE to Z ,� AT T1.4E ENDS OF 51.4EARWALL5 NOT Q W SPOI 1 �IOR�EX� WALL INTERSECTIONTION UN FOR SIMPLICITY ® STRAPS PER NOTE A AT EAC14 END _ OF BEAM. C516 STRAPS MAY BE 07 GRADE BEAM AT FOOTING z o 10,401-22 08062'1 NO SCALE CONT, w/ (2)8d AT 4 I/8" o.c. TO 01-182108 NO SCALE i— P 6 g BEAM AND (14)8d TO PLATE SID )J * �� (D 514EAR WALL 5WEAT14ING PER PLAN U9' BEAM t0 KING STUD CONNECTION (D PLATE WA5PER EDGE I PER TYPICAL NAILING 5CPEDULE 3 4 U2' BREAK IN SDEATPING AT ADJOINING PANEL EDGES (4) 16d EACP SIDE OF JOINT IN U3' EDGE NAILING PER PLAN Sma AT BEAM BOTTOMMOST MEMBER 2 Prototype: P4 EXTENDED-HV, SCHEME A 3 ® FRAMING AT ADJOINING PANEL EDGES. MIN. SIZE PER PLAN Prototype Issue Date: 6.29.2020 U5' 5TITCP NAIL FROM BOTP SIDES PER MA Design Bulletin Updates: INCLUDED SINGLE PAS EDGE FRAMING TABLE ED BELOW.AVOID INT AS Date Issued: Bulletin Number: A (ALL SHEAR WALLS) REQUIRED TO AVOID NTERFERENCE 8 L. .L. 1 NOV. 2018 1 &2 MARK S71TCH NALNG 5101-SIU-f 16d AT 16" o.c.MAX. 1 ST BLDG. S 11 B M I1TA� I 5 STUB-S1U10 16d AT 10" oz.MAX. A. AT LOCATIONS WPERE TOP PLATE CANNOT BE LAP SPLICED, STRAP 3 51011 16d AT 6" o.c.MAX. EACP PLATE w/ C516 x 28" w/ (2) I; I 9 Bd AT 2 1/16" oz. AND PROVIDE S1U12-51016 16d AT 4" ors.MAX. DALF OF NAILING PER 0 PRIOR TO JOINT IN EIT1.4ER TOPMOST OR 2 A. OPTION A MAY BE USED AT ALL BOTTOMMOST MEMBER 3 5 SPEAR WALLS. OPTION B MAY BE B. AT CPANGE IN WALL TPICKNE55 USED AT SPEAR WALLS TRANSITION, STRAP TOP PLATE REFERENCED IN TABLE ABOVE AT C SPL1a AT BEAM PER NOTE A ABOVE OR RIP 2x6 IB IDOUBLE PANS. EDGE FRAMING CONTRACTOR'S OPTION CONTINUOUS TOPM05T PLATE REVISIONS: (SI-EAR WALLS SWI-SW16 ON..Y) DOWN TO 2x4 AND LAP SPLICE PER OPTION A 1 08-07-20 1st. Bldg. Submittal 13 SHEAR WALL PANEL. EDGE FRAMING 1 TYPICAL TOP PLATE SPLICE I�8 SQUARE PLATE WASHER AT SILL PLATE (AT CONCRETE) 2 U1A01-38 140613 NO SCALE WA01-21 0'10830 NO SCALE 09-182108 NO SCALE 34 5 6 7 8 9 Sheet Title: TYPICAL DETAILS Date: 7.23.2020 Project Number: RAC19024.0 Drawn By: CAD E C) N Go N Sheet Number: � Uo E3RIGHT c o (D . � engineers > 2: N m SOm6 J 1= X CO O N�