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NAILS AT EACH TRUSS AND PANEL PERIMETER, 8d NAILS SPACED AT 6" MAX, 1 3/8" MIN PENETRATION PANEL EDGES ROOF TRUSS FOR PANEL DETAILS AT TRUSSES, DOUBLE TOP PLATE 16d NAILS AT 12" OC II II II•I SEE (INTO EACH HEADER PLY) 2x STUDS I SB3.1 SB3.1 TOP AND BOTTOM HEADER, CONTINUOUS PLATE TO MATCH DOUBLE TOP SEE SCHEDULE STUD SIZE, TOP AND BOTTOM PLATE !I !I !I !I PANEL "H" CEPS HEADER/WOOD BEAM SCHEDULE AT LOCATIONS MIN (2) STUDS AT EACH El El WITHOUT BLOCKING END OF SHEARWALL DIMENSION LUMBER: H..x..,Y. PANEL FIELD NAILING, WHERE:CD x=QTY.OF 2x MEMBERS 8d NAILS SPACED AT y=NOMINAL DEPTH OF MEMBERS ROOF SHEATHING 12" MAX, 1 3/8" MIN MARK QUANTITY-SIZE SHOULDERIBEARING FULL HEIGHT SIMPSON HANGER PANEL PENETRATION STUDS,EACH END, STUDS,EACH END, AT POST ROUGH OPENING TYPICAL UNO TYPICAL UNO BLOCK PANEL EDGES SEE ARCH H36 (3(2x6 1-24 1-2x6 HUC26.3 H3.8 (3)2x8 2-2x6 2-2x6 HUC26-3 APPLY PANELS IN 4x8 OR SHOULDER STUDS NOTE: IF "D" IS SUCH 8x4 SHEETS IN STAGGERED ARRANGEMENTS SHOWN TO BOTTOM PLATE THAT IT CAN II II II II SEE HEADER ACCOMMODATE IT, A INTERIOR SUPPORT 1 CONNECTION OF MULTIPLE SCHEDULE SINGLE FULL—DEPTH MEMBER END POST. SEE HEADER OF EQUAL OR NAILING SCHEDULE GREATER DEPTH MAY II II I I II I FULL HEIGHT STUDS BE USED. PANEL EDGE NAILING, TO BOTTOM PLATE NOTES: 8d NAILS SPACED AT 4" MAX, 7 1. SEE HEADER ELEVATION THIS SHEET FOR HEADER DETAILS. a 1 3/8" MIN PENETRATION SB3.2 SB3.2 SEE HEADER SCHEDULE N STAGGER PANEL JOINTS, SUPPORTED PANEL SEE NAILING SCHEDULE FOR ADDITIONAL REQUIREMENTS o TYP ROOF TRUSSES PERIMETER SILL PLATE ANCHORAGE, o SHEAR WALL LENGTH—SEE PLAN SEE DETAIL SB21 SB3.1 1 DIAPHRAGM DETAIL 2 SHEAR WALL ELEVATION 3 HEADER ELEVATION AND SCHEDULE SB3.2 SB3.2 SCALE: 1/2" 1'-0" SB3.2 SB3.2 SCALE: 3/8" 1'-0" SB3.2 SB3.2 SCALE: 3/4" = 1'-0" N N NAILING SCHEDULE SHEAR WALL END POST. CUTS, NOTCHES AND BORED BUILDING ELEMENT NAILS NUMBERB LOCATION 73 HOLES ARE PROHIBITED AT WALL FRAMING L� ALL SHEAR WALL END POSTS STUD TO SILL PLATE 8d COMMONli6d COMMON 4 TOE NAILI2 END NAIL STUD TO CAP PLATE i6d COMMON 2END NAIL OR DIRECT 4'-0" MIN SPLICE DOUBLE STUDS IOd COMMON 8"O.C.FACE NAIL (8'-0" MIN BET SPLICES) — CORNER STUDS ifid COMMON 24"O.C.FACE NAIL SILL PLATE TO JOIST/BLOCKING 16d COMMON 16"D.C.FACE NAIL SIMPSON HDU8—SDS2.5 DOUBLE TOP PLATE 10d COMMON 12"O.C.FACE NAIL HOLD—DAWN, EAQH END 0 TOP PLATE LAPS 10d COMMON 3FACE NAIL OF SHEAR WALL w RAFTER FRAMING 7/8" DIA HAS 2x BOTTOM PLATE o BORED HOLE THREADED ROD MAXIMUM DIA 609 RAFTER TO PLATE 8d COMMON 3TOE NAIL % OF STUD DEPTH RAFTER TO RIDGE 16d COMMON 2 TOE NAIL OR FACE NAIL 2x4 = 1 7/16" DIA JACK RAFTER TO HIP 10d COMMONli6d COMMON 3 TOE NAIL12 FACE NAIL GONG CURB o 2x6 = 2 3/16" DIA JOIST FRAMING o p JOIST TO PLATE OR GIRDER Bd COMMON 3TOE NAIL TOP OF FLOAT 5/8" MINIMUM CEILING JOIST TO PLATE 8d COMMON 3TOE NAIL = TO EDGE (TYP) CEILING JOIST LAP 16d COMMON 3FACE NAIL o j CEILING JOIST TO RAFTER 16d COMMON 3FACE NAIL NAILING INSTRUCTIONS: II y 2X STUD, TYP MISCELLANEOUS �.o BRIDGING 8d COMMON 2 TOE NAIL EACH END TOP PLATE TO LOWER PLATE: 12-16d NAILS a BLOCKING ad COMMON 3TOE NAIL,ALL3 SIDES (2 ROWS OF 6 EQUALLY SPACED NAILS) d. IF HOLE IS BETWEEN 40% AND 60% ° cj OF STUD DEPTH, THEN STUD MUST BE BUILT-UP GIRDER 20dCOMMON 32"O.0 FACENAIL,2ROW3 EMBED 4" IN HILTI ° N DOUBLE AND NO MORE THAN TWO STAGGERED ONOPP.SIDES LOWER PATE TO TOP OF STUDS: (2) 20d HIT—RE 500 V3 o SUCCESSIVE STUDS ARE DOUBLED AND CONTINUOUS HEADER TO STUD 8dCOMMON 4 TOE NAIL NAILS AT EACH STUD SO BORED. CONTINUOUS HEADER,2 PIECES 16d COMMON 16"O.C.FACE NAIL,2 ROWS NOTE:THIS SCHEDULE IS BASED UPON THE"FASTENING SCHEDULE"IN IBC 2018.ANY QUESTIONS OR ITEMS NOT HOLELIMITATIONS FOR INCLUDED ON THE ABOVE SCHEDULE SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION. 0 4 EXTERIOR AND BEARING WALLS 5 NAILING SCHEDULE 6 TOP PLATE SPLICE 7 SHEAR WALL HOLD-DOWN DETAIL S133.2 SB3.2 SCALE: 1/2" = 1'-0" S133.2 SB3.2 SCALE: 3/4" = 1'-0" SB3.2 SB3.2 SCALE: 3/4" = 1'-0" SB3.2 SB3.2 SCALE: 1 1/2" = 1'-0' IF SHEET IS LESS THAN 22x34 E REDUCE SCALE ACCORDINGLY c�w PROJECT ENGINEER: SCALE: o�� DWG. N0. SB3.2 E. N. WATSON AS SHOWN PORT OF EVERETT w Port Of' S�$p4� `�°` DESIGNED BY: DATE: CENTRAL MARINA FUEL DOCK 04/11/2023 CIP NO. EVERETT 2-0-073-01 5 `o DRAWN BY: CHECKED BY: /G�/ ¢� P.O. BOX 538 16015th Washington 9811 ® 04/11/2023 SS ISSUED FOR PERMIT REVIEW � 7 \�9 T. LEMQNS S. KU EB LER NOOOJECTMR—GM-2023-01 Li Seattle,Washington 98101 ti APPROVED BY STRUCTURAL BUILDING w EVERETT, WA 98206 o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 �� DETAILS a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 49 OF a