Laserfiche WebLink
ROOF SHEATHING, 2x6 BLOCKING (4) 1 6d NAILS ROOF SHEATING, <br /> SEE DIAPHRAGM DETAIL ON SB3.2 2x6 <br /> 2x6 OUTRIGGERS SEE GENERAL NOTES <br /> NAILING PER DIAPHRAGM PREFAB ROOF TRUSS STRUCTURAL SHEATHING SUBFASCIA AT 24" OC <br /> DETAIL ON DIAPHRAGM <br /> AT SHEATHED WALL EXTENDED TO ROOF DECK W/ <br /> STRUCTURAL SHEATHING SAME NAILING AS AT WALL BELOW <br /> 2x6 CUT TO FIT <br /> NAILING PER DIAPHRAGM PREFAB ROOF 2x6 WITH BEVELED TOP <br /> SCHEDULE ON SB3.2 TRUSSES A34 CLIP LUS26 JOTS- AT BRACE END AND 1 BAY <br /> EACH SIDE. TYP EDGE <br /> 2 8d TOENAILS AT HANGER NAILING TO ROOF SHEATHING <br /> SEE ARCH. ROOF SHEATHING, 4" OC, BLOCKING <br /> SEE DIAPHRAGM DETAIL H2A CLIP <br /> CONTINUOUS ON SB3.2 TO TOP CHORD. AT EACH <br /> 2x SUBFASCIA ALTERNATE SIDES OUTRIGGER <br /> OF BLOCKING. <br /> A34 CLIP <br /> SOFFIT FRAMING, 2x6 DOUBLE T0P PLATE REINFORCE GABLE EACH END OF <br /> SEE ARCH. DWGS VERTICAL MEMBERS BLOCKING <br /> CONTINUOUS 2x6 STUDS IF SPECIFIED BY <br /> PREFAB ROOF TRUSS <br /> 2x SUBFASCIA TRUSS DESIGNER. <br /> FOR SHEATHING AT PREFAB ROOF TRUSS STRUCTURAL SHEATHING SHEATHING, SEE H3 TIE FROM <br /> SHEAR WALLS, SEE SOFFIT FRAMING, DETAIL ON SB3.2. BRACE TO RIGID CEILING OR BOTTOM <br /> SIMPSON H2.5A PLAN AND SCHEDULE SEE ARCH. DWGS F SIMPSON H2.5A DO NOT SPLICE TRUSS CHORD CHORD BRACING (NOT SHOWN) <br /> F AT SHEAR SB3.1SB3.1 HEADER, SEE PLAN WITHIN 12" OF TOP A34 CLIP AT 2x4 BRACE AT 24" OC <br /> WALLS ONLY OF WALL PLATES EACH BRACE <br /> SB3.1 SB3.1 PROVIDE LATERAL 2x4 BLOCKING <br /> A SECTION B SECTION C TRUSS AT SHEAR WALL 2x STUD WALL, D SECTION TO TRUSS WHEN 2x4 BRACE <br /> SB2.2 SB3.1 SCALE: 3/4" = 1'-0" SEE PLAN EXCEEDS 16 FT IN LENGTH <br /> SB2.2 SB3.1 SCALE: 3/4" — 1'—O" SB2.2 SB3.1 SCALE: 3/4" — 1'-0" S132.2 S133.1 SCALE: 3/4" = 1'-0" CS22 STRAP <br /> BEAM CENTERED ON <br /> TRUSS <br /> ROOF TRUSS, SEE PLAN ROOF SHEATHING, 5 1/2, <br /> TYP SEE PLAN — 2x6 WALL STUD <br /> 3 ROOF TRUSSES V A <br /> 2x6 STUD BEYOND 2x6 SILL PLATE <br /> AT 24" OC (ANCHORAGE NOT <br /> 1/2"0 HILTI KWIK BOLT TZ SHOWN) <br /> W/ 2" NOM EMBEDMENT @ CONC CURB <br /> (3) TOE NAIL 4NAAGILING <br /> �F-- -- -- 24" MAX, CENTER ON CURB 4" <br /> m EACH SIDE 1.1 1• •1 II • •I 2x6 SILL PLATE 4" #3 CONT <br /> #3 CONT 01 # <br /> DOUBLE TOP 3 @ 16" CENTERED N �- FOR CQUANTITY <br /> PLAN <br /> PLATE TOP OF FLOAT ON CURB, EMBED 4" <br /> n L__ W/ HILTI HIT—RE 50OV3 co <br /> SIMPSON HUC26-3 <br /> POST CURB REINF, <br /> EDG LINE OF PLYWOOD SHEATHING ° SEE TYPICAL DETAIL <br /> s 2x STUDS ° <br /> o SEE PLAN EDGE NAILING TOP OF FLOAT <br /> SHEATHING STUD TO MATCH <br /> _2 V AT SEE DETAIL STUD SIZE BELOW <br /> ON SB3.2 <br /> c>: <br /> NOTE: SEE SHEAR WALL DETAIL ON SB3.2 FOR NAILING AND SHEATHING DETAILS <br /> E SECTION F SHEAR PANEL AT TRUSSES G TYPICAL WALL BASE SECTION H WALL BASE AT TRENCH <br /> wo S132.2 SB3.1 SCALE: 3/4" = 1'-0" SB3.1 SB3.1 SCALE: 3/4" = 1'-0" SB2.1 SB3.1 SCALE: 1" = 1'-0" SB2.1 S133.1 SCALE: 1" = 1'-0" <br /> <o ROUND TIMBER POST, <br /> o SEE PLAN FOR SIZE <br /> 0 <br /> NAILS AND ANCHOR <br /> BOLT PER SIMPSON <br /> SPECS <br /> 0 0 <br /> CONCRETE PEDESTAL SIMPSON PBV6PC INSET <br /> m IN TIMBER POST <br /> a� <br /> in0 <br /> TOP OF FLOAT <br /> zz <br /> o <br /> I� <br /> vm a .p <br /> o a' Q.. <br /> 0 <br /> EMBED ANCHOR BOLT <br /> 4" IN HILTI HIT—RE 500 V3 <br /> �a <br /> J POST BASE SECTION <br /> E.� IF SHEET IS LESS THAN 22x34 <br /> SB2.1 SB3.1 SCALE: 1" 1'-0" REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> o�� � DWG. N0. SB3.1 /�E. N. WATSON AS SHOWN PORT OF EVERETT w <br /> N 5G p4* �l DESIGNED BY: DATE: U) <br /> Port of ��°`° r� N. PALLADINO 04/11/2023 CENTRAL MARINA FUEL DOCK CIP NO. <br /> 1TffEVERETT 2-0-073-01 5 <br /> `o DRAWN BY: CHECKED BY: <br /> ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 �"\�9 T. LEMONS S. KLIEB LER NOOOJECTMR—GM-2023-01 Li <br /> Seattle,Washington 98101 ti APPROVED BY STRUCTURAL BUILDING W <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 �� DETAILS <br /> a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 48 OF a <br />