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Ol INTERIOR WALL CONNECTION MINIMUM NAILING, U.N.O. ON PLANS OR DETAILS Ol FOOTING AND REINFORCING PER 6 JOIST OR TRUSS TO TOP PLATE, SILL, ETC. (3) 16d OR (3) 3" x 0.131", TOENAIL PLAN 02 EXTERIOR WALL BRIDGING TO JOIST (2)Sd COMMON OR (2)3" x 0.131", TOENAIL EACH END 3 1 02 GRADE BEAM AND REINFORCING DO NOT NOTCH TOP PLATE BOTTOM PLATE TO JOIST OR BLOCKING (AT SHEAR 1(o6 AT 16" o.c. OR 3" x 0.131" AT 8" o.c.,FACE NAIL PER PLAN WALLS, SEE SHEAR WALL SCHEDULE) 4 0 2 ® BREAK IN TOP PLATE FOR TOP PLATE TO STUD (2) 16d COMMON, (3) 3" x 0.131", END NAIL ( 05 BAR, TO MATCH AND LAP � o INTERIOR WALL LAP SHALL BE TOP AND BOTTOM PLATE TO POST (2) 166 COMMON, (3) 3" x 0.131", END NAIL _ _ 1 GRADE BEAM REINFORCING, TYP. N m 5 TREATED AS TYPICAL TOP PLATE TOENAILS: (4) Sd COMMON OR (4)3" x 0.131", ` " o a' BREAK PER FRAMING PLAN NOTE. STUD TO BOTTOM PLATE (4) 16d AT 3x AND LARGER — — — — J ® LAP LENGTH, PER SCHEDULE �"� x ATTACH LAP TO TOP PLATE w/ (2) END NAILS: (2) 16d COMMON OR (3)3" x 0.131", (2) 20d AT 3x w 2 ~ N CD 16d DOUBLE OR MULTIPLE BUILT-UP STUDS (POST) 16d AT 16" o.c. OR 3" x 0.131" AT 8" o.c.,FACE NAIL x o rn O FA OPTION A ( (2) 16d AT 24 o.c. TO FULL HEIGHT DOUBLE OR MULTIPLE TOP PLATES 16d AT 16" o.c. OR 3" x 0.131" AT 12" o.c., FACE NAIL1 Q STUD(S) OR LADDER BLOCKING BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE (3) 166 OR (3) 3" x 0.131", TOENAIL — — — — — 3 v <n o BETWEEN STUDS. FASTEN RIM JOIST TO TOP PLATE 16d AT 6" o.c. OR 3" x 0.131" AT 6" o.c., TOENAIL L J X O BLOCKING TO ADJACENT STUDS w/ TOP PLATES, LAPS AND INTERSECTIONS (2) 16d COMMON OR (3) 3" x 0.131",FACE NAIL -I F_ O v o Cn 1 (2) 16d EACH ENDCONTINUOUS HEADER, TWO OR MORE LAMINATIONS 16d COMMON AT 16" o.c. ALONG EACH EDGE I I W "' '� Cc on N (2) 16d TOENAILS EACH PLATE, (4) CEILING JOISTS TO PLATE (3) 166 x OR (5) 3" 0.131", TOENAIL I ® 0 o rn 4 TOTAL. AT NON-LOAD BEARING CONTINUOUS HEADER TO INTERMEDIATE SUPPORT(S) (4)Sd COMMON TOENAIL I I coo Q; INTERIOR WALLS, TOENAIL lx CEILING JOISTS, LAPS OVER PARTITIONS (3) 16d COMMON OR (4) 3" x 0.131",FACE NAIL 2 2 TOPMOST PLATE FROM TOP TO CEILING JOISTS TO PARALLEL RAFTERS (3) 16d COMMON OR (4) 3" x 0.131" FACE NAIL 5 AVOID SPLITTING RAFTER OR TRUSS TO PLATE (3) 166 OR (3) 3" x 0.131", TOENAIL -1 LI I A. APPLICABLE AT ALL CORNER G.T./RAFTER TO PLATE (4) 16d, TOENAIL INTERIOR/EXTERIOR BUILT-UP CORNER STUDS 16d AT 16" o.c. OR 3" x 0.131" AT 16" o.c. INTERSECTIONS U.N.O. ON PLANS KING STUD TO HEADER SEE DETAIL 15/50. . MISC.NAILING SHALL BE PER CBG A. SEE PLAN OR G.SN.FOR TOP PLATE I BOX COLUMN INTERSECTION - PLAN VIEW B OPTION B B. ADDITIONAL STUDB S) AS REQUIRED Store: AT THE ENDS OF SHEARWALLS NOT TABLE 2304.9.1 SPLICE CONNECTION INTERIOR/EXTERIOR WALL INTERSECTION SHOWN FOR SIMPLICITY O9 TYPICAL NAILING SCHEDULE KETTLEMAN & L. SACRAMENTO 12 WA01-22 080621 NO SCALE 09- NO SCALE LODI, CA 95242 Ol SHEAR WALL SHEATHING PER PLANO I (20) 16d EACH SIDE OF JOINT IN Restaurant #RC576 1 TOPMOST MEMBER OF DOUBLE P4E-HV-M SCHEME A 3 4 02 BREAK IN SHEATHING AT ADJOINING 10 ® 1 TOP PLATE U.N.O. ON PLAN. NAILS NAME PANEL EDGES 2 IN SAME LINE 2" oz,MIN. INCREASE Professional of Record: NAIL SPACING UP TO 8" cz,MAX., 03 EDGE NAILING PER PLAN STAGGER NAILS AND SPACE 2I I EVENLY TO AVOID SPLITTING 3 ® FRAMING AT ADJOINING PANEL 2 EDGES. MIN. SIZE PER PLAN 3 02 JOINT IN TOPMOST MEMBER I I 0 0 STITCH NAIL FROM BOTH SIDES PER JOINT IN BOTTOMMOST MEMBER I 1 DESIGN SINGLE PANEL EDGE FRAMING REQUIRED BELOW. STAGGER AS I I REQUIRED TO AVOID INTERFERENCE ® JOINTS IN DOUBLE TOP PLATES A (ALL SHEAR WALLS) 3 5 5 SHALL BE OFFSET 48" MIN. = A r c h i t e c t u r a l MARK STITCH NAILINGSolutions Group 0 ALIGN STUD BENEATH CENTER OF ® 1 101 Central Expressway South 5WI-5W1 16d AT 16" o.c.MAX. SPLICE AT BREAK IN EITHER P y 1 5MEMBER OF DOUBLE TOP PLATE — — — — — — — — — — — — — — — Suite 100 5W8-SW10 16d AT 10" oz. MAX. Allen, TX 75013 n SPLICE AT DOUBLE TOP PLATES CONTACT: EVERETT FIELDS 3 SWl I 16d AT 6" o.c.MAX. © BEAM MAY ACT AS BOTTOMMOST (469) 619-1164 4 5W12-5W16 16d AT 4" o.c.MAX. MEMBER AS OCCURS EFIELDS@PMDGINC.COM GHOSTED ITEMS INDICATE 2 OPTIONAL SPLICE w/NAILING PER 3 45 A HEAR WALLS OPTION BBE USED AMAYLBE 10 O 10 (DAT BEAMS EXCEEDING 8'-0" IN LENGTH. AT BEAMS LESS THAN B� SLAB INTERSECTION - PLAN VIEW USED AT SHEAR WALLS 7 8'-0" IN LENGTH TOP PLATE SHALL REFERENCED IN TABLE ABOVE AT RUN CONTINUOUS OVER BEAM. NO �BDOUBLE PANEL EDGE FRAMING CONTRACTOR'S OPTION T T ----- ---- STRAPS REQUIRED FROM BEAM TO ER * b (SHEAR WALLS SW1-SW16 ONLY) ----- ---- BOTTOMMOST PLATE ��d tido 0 1 SHEAR WALL PANEL EDGE FRAMING ® STRAPS PER NOTE A AT EACH END O GRADE BEAM AT FOOTING w a J ED N WA01-38 140613 NO SCALE OF BEAM. CS16 STRAPS MAY BE O1-182108 NO SCALE O O J d N CONT. w/ (2) Sd AT 4 1/8 o.c. TO =Q z O c� jT (:5)-/ BEAM AND (14) 86 TO PLATE H (D PLYWOOD SHEATHING OO BEAM TO KING STUD CONNECTION '�S�J3a 5�P (DPLATE WASHER EDGE PER TYPICAL NAILING SCHEDULE 5 02 TYP. TRUSS PER PLAN. 10 (4) 16d EACH SIDE OF JOINT IN 03 (2) 2x6 AT OPENING UP TO 48" BOTTOMMOST MEMBER WIDE. (2)4x6 FOR OPENINGS UP TO IDI SPLICE AT BEAM 6'-0" WIDE. ATTACH TO TRUSS 2 4 USING SIMPSON "B" TYPE HANGER Prototype : P4E-HV 2020 -2.0 RELEASE ® PROVIDE TRUSS AT EDGE OF OPENING, MAX. Prototype Issue Date: 7.14.2020 3 z = (3 Design Bulletin Updates: -- GIRDER PER PLAN AS OCCURS 8 8 z 1 Date Issued: Bulletin Number: © STRAP ACROSS TRUSS ABOVE AND BELOW OPENING w/ SIMPSON . . . . . . . . . .L. . . -- -- MSTA36 STRAP w/FULL LENGTH EDGE NAILING TO 2x6 BLOCKING A. AT LOCATIONS WHERE TOP PLATE 1ST BLDG. SUBMITTAL RECEIVING STRAPS. CANNOT BE LAP SPLICED, STRAP 6 EACH PLATE w/ C516 x 28" w/ (2) 9 Sd AT 2 1/16" oz. AND PROVIDE A. MINOR OPENINGS 12" SQUARE OR HALF OF NAILING PER ( PRIOR LESS REQUIRE NO SPECIAL TO JOINT IN EITHER TOPMOST OR FRAMING. BOTTOMMOST MEMBER 1 B. CONSULT STRUCTURAL ENGINEER B. AT CHANGE IN WALL THICKNESS FOR OPENINGS WIDER THAN 6'-0" TRANSITION, STRAP TOP PLATE PARTIAL SCHEMATIC ROOF FRAMING NOT SPECIFICALLY DETAILED ON C SPLICE AT BEAM PER NOTE A ABOVE OR RIP 2x6 PLAN. CONTINUOUS TOPMOST PLATE C. EDGE NAIL SHEATHING AT DOWN TO 2x4 AND LAP SPLICE PERIMETER OF OPENING. PER OPTION A REVISIONS: 14 TYPICAL OPENING IN ROOF DECK 10 TYPICAL TOP PLATE SPLICE O 8 SQUARE PLATE WASHER AT SILL PLATE (AT CONCRETE) 12.22.2020 1st Building Submittal 1 14-152105 PLAN VIEW NO SCALE WA01-21 010830 NO SGALE 09-152105 NO SCALE 2 3 B. AT HOLE LARGER THAN 2" DIA, AT O1 2 9/16" MAX. DIAMETER HOLE AT 4 2x4 WALL OR AT NOTCH PLACE 2x4 WALL. 4" MAX. DIAMETER 5 STUD DIRECTLY UNDER ANY TRUSS HOLE AT 2x6 WALL. CENTER HOLE 6 LOCATED IN THE STUD BAY IN TOP PLATES CONTAINING THE HOLE/NOTCH 7 02 1 3/4" DEEP x 2 1/2" LONG NOTCH 8 C. AT PENETRATIONS AND NOTCHES IN TOP PLATES ALLOWED LARGER THAN NOTED ABOVE USE H5-24 HARDY SADDLE (PFC-5342) 5IMP50N CT5218 STRAP EACH w/ (22) 166 COMMON. HARDY PLATE, EXCEPT PER NOTE A SADDLE MAY BE INSTALLED Sheet Title: UPSIDE-DOWN. f��k 2 TYPICAL DETAILS A. NO STRAP REQ'D. WHERE PLATES NA NA N] NA ARE STITCH NAILED ON BOTH SIDES OF HOLE w/ NAILS INSTALLED BETWEEN HOLE AND Date: BREAK IN EITHER TOP PLATE PER 12.07.2020 PLAN VIEW TABLE BELOW. NAILS PER 3 TYPICAL TOP PLATE SPLICE Project Number: 202175 3 DETAIL MAY COUNT IN TOTAL NUMBER OF NAILS Drawn By: TA/CAD E PLATE HOLE DIA. NAILS o 0 U O00 0) CN 3/4" OR LESS 4 -10 o, Sheet Number: 2x4 1 3/4" OR LESS 10 Un Q °) Vo 2 1/2" OR LESS 4 y O CORIGHT ELEVATION 2x6 3 3/4" OR LESS 10 e n g in e e r s N ? 11 TYPICAL HOLE IN DOUBLE TOP PLATEo6 ■ WA01-23 110331 NO SCALE 'r N O C N L 00 :D C13 N