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• <br /> 6X8 DF#1 • • <br /> 6X8 DF#1 1 2 ROOF BEAM <br /> ROOF BEAM 6X6 KNEE BRACE info@b2engineers.com <br /> 425-318-7047(0) <br /> 425-318-0031 (C) <br /> 6X6 KNEE BRACE �12X8 HIP BEAM P V <br /> 2X8 RAFTERS 3 6X10 DF#1 <br /> 6X8 DF#1 ROOF i @ 24"O.C. S-3 ROOF BEAM <br /> BEAM(RB-3) STC48B3 3.SX11.875 LVL CS16X48 (p� W6 (p� CS16X48 <br /> 2.0E(B2-5) �" �' <br /> Dg----------- <br /> 4 6X6 KNEE BRACED <br /> S-3 TA 110/11.875 @ 3/4"APA PLYWOOD FLOOR <br /> 16"O.C.(J2-2) SHEATHING WITH 10d NAILS AT <br /> PROVIDE SRAP ABOVE AND 6"EDGE&BLOCKING NAILING <br /> BELOW THE OPENINGS AND 10d AT 12"FIELD NAILING 2X8 RAFTERS <br /> PER DETAIL C/S-4 @ 24 O.C. 6X10 DF#1 ROOF <br /> (��\\ 5.25X71.875 PSL BEAM(RB-2) <br /> l L �_—_—_—_ _—_ _ _ _ _ _ _ _ _ _ _ _2.0E(B2-3) _ _— <br /> — —_—_—_—_—_—_ <br /> PROVIDE SRAP ABOVE AND <br /> BELOW THE OPENINGS <br /> 6X6 KNEE BRACE 2X8 RAFTERS PER DETAIL C/S-4 <br /> @ 24"O.C. <br /> S 6 TJI 110/11.375@+ TJI 560/11.875CD TJ 1110/11.875CD TJ1560/11.875@ <br /> ROOFFBEAM V 16"O.C.(J2-2) 16"O.C.(J2-1) 16"O.C.(J2-2) i16"O.C.(J.1) W6 6X10 DF#1 RIDGE yam\ e'9 <br /> (�Q\\ BEAM(RB-1) 1/2"APA PLYWOOD ROOF SHEATHING P�OF WASH6h,s'Q <br /> - - - - - - - - - <br /> _3 3.5X712_1 LVL I 2 <br /> 2.0E(B2-1) <br /> 1 2X8 RAFT S-3 <br /> Fl S 3 @ 24"O.C. ! <br /> N� <br /> 5.25X11.875 4� 4 <br /> 6X6 KNEE BRACE I I LVL 2.0E(B2-2) 6X6 KNEE BRACE 3S OAlnl <br /> P- - - - - <br /> /��/LL <br /> SW6�, <br /> GS16_X48 p p CS16X48 <br /> 6X10 DF#1 <br /> 3 ROOFBEAM <br /> 3 UPPER FLOOR S_3 FEDERAL AVE <br /> RESIDENCE <br /> EVERETT <br /> S3 3403 FEDERAL AVE, <br /> EVERETT,WA 98201 <br /> IMPORTANT NOTES ON DRAWING REVIEW,FIELD VERIFICATION,TEMPORARY SHORING <br /> AND WATERPROOFING: <br /> (��\\ 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& <br /> NOTIFY DESIGN TEAM/OWNER OF ANY AR HI ECTURAL DOCUMENTS OR FIELDDISCREPANCY IN COMPARISON WITH <br /> CONDITIONS. <br /> 2.IN REMODEURETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY <br /> GABLE END TRUSS ABLE END TRUSS DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES <br /> THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. <br /> STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE <br /> TO LIMITED AVAILABLE INFORMATION. <br /> 3.CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING <br /> TRUSS @ 24"O.G. 1 PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. <br /> ROOF T <br /> SL=25 RU 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SVSTEM OR DETAILS. <br /> PSLCONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED <br /> B _—_-- _ _— —_ _ _ _ _ _— _DL=12 PS <br /> SEE S-1 FOR TRUSS NOTES IMPORTANT NOTES ON FOUNDATION AND FRAMING: <br /> SEE ARCHITECTURAL 2 DRAWING INFO <br /> 1 DRAWINGS FOR TRUSS PROFILE I S-3 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN.OF MEDIUM DENSE <br /> S-3 NATIVE SOIL OR COMPACTED STRUCTURAL FILL(NO SOFT OR ORGANIC MATERIALS). <br /> GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS. <br /> APA PLYWOOD ROOF SHEATHING 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS ISSUE DATE 08-24-23 <br /> WITH 8d AT 6"EDGE&BLOCKING PLEASE SEE S-0 <br /> NAILING AND 8d AT 12"FIELD NAILING 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE,PLEASE SEE A/S-4 <br /> 4.FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE,SEE B/S-4 ISSUED FOR PERMIT <br /> 5.PROVIDE(2)2X6 OR(3)2X4 STUD POSTS AT EACH END OF BEAMS,UNLESS NOTED <br /> OTHERWISE ON PLAN <br /> A 6.SLAB ON GRADE SHALL BE MIN.4"THICK WITH#3 AT 18"EACH WAY(AT MID-DEPTH) PROJECT N0.22082 <br /> ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(V DEEP)AT 15 FT MAX.SPACING <br /> EACH WAYSHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON <br /> WEATHER. ENGINEER Designer <br /> 3 7.FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6"NAILING AT <br /> S-3 EDGES&BLOCKING AND AT 12"AT FIELD <br /> 8.ROOF SHEATHING SHALL BE 112"PLYWOOD OR OSB WITH 8d AT 6"NAILING AT EDGES REVISION SCHEDULE <br /> &BLOCKING AND AT 12"AT FIELD <br /> 4 ROOF PLAN NO. DATE DESCRIPTION <br /> U 1/4"=V-0" IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: <br /> 1.TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY.CONTRACTOR/ <br /> TRUSS SUPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS <br /> TEMPORARY/PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW <br /> 2.TRUSS FRAMING PROFILE/LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND <br /> ARCHITECTURAL DRAWINGS.ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ <br /> ARCHITECT PRIOR TO TRUSS DESIGN WORK. <br /> 3.TRUSS DEFLECTION CRITERIAS: <br /> FLOOR/DECK TOTAL LOAD=U480 ROOF TOTAL LOAD=U240 <br /> FLOOR/DECK LIVE LOAD =U600 ROOF SNOW LOAD=U300 <br /> *"MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0"IN ALL CASES <br /> 4.FLOOR/ROOF FRAMING LAYOUT AND CONNECTORS(SUCH AS LUMBER PACKAGE BY <br /> SUPPLIERS)MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION <br /> FRAMING SYMBOLS: <br /> I SIMPSON WSW WOOD p CONTINOUS <br /> S <br /> S STRONG WALL(24"WIDE) POST <br /> POST STOPS FRAMING PLANS <br /> S�jyg PLYWOOWAL D a BELOW THIS FLOOR <br /> SHEAR <br /> } L <br /> R POST STARTS AT <br /> A SHEARWALL HOLDOWN lJ THIS FLOOR <br /> n LEGEND AND NOTES S-2 <br /> 1/4"=1'-0" <br /> CoPYhght b2 Stmauml Engineers 2008 <br />