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• <br /> 6X8 DF#1 • � • <br /> 6X8 DF#1 1 T <br /> ROOF BEAM 3 4 5 6 7 <br /> ROOF BEAM 6X6 KNEE BRACE info@b2engineers.com <br /> 425-318-7047(0) <br /> 0 425-318-0031 (C) <br /> P 2)2X8 HIP BEAM P11 Q <br /> 6X6 KNEE BRACE <br /> 2X8 RAFTERS 3 6X10 DF#1 <br /> 6X8 DF#1 ROOF i @ 24"O.C. <br /> MSTC48B3 3.SX11.875 LVL CS16X48 S_3 —L ROOF BEAM <br /> BEAM(RB-3) (P� W6 (p� CS16X48 <br /> 2.0E(B2-5) �' �" <br /> D g----------- <br /> MI <br /> MIT <br /> 4 6X6 KNEE BRACE' <br /> S-3 TJI 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 /> PROVIDE SRAP ABOVE AND <br /> BELOW THE OPENINGS <br /> 6X6 KNEE BRACE 2X8 RAFTERS PER DETAIL C/S-4 <br /> (-a 24"O.C. 11, Mi <br /> S 6 Jill 0/11.875@+ 77560/11.8750 TJI 110/11.875@ TJ1560/11.3 <br /> 6X8 DF#ROOF BEAM V 16"O.C.(J2-2) 16"O.C.J2-1) 16"O.C.(J2-2) i16"O.C.(J2-1) SW6 6X70 DF#1 RIDGE yam\ eq <br /> (�Q\\ v BEAM(RB-1) 1/2"APA PLYWOOD ROOF SHEATHING Q•�OF WAgy/ti S�♦ <br /> j4 AT 6 E1DG & <br /> - - - _ _ _ _ _ WN ITH Sd AND"Sd TE 2"PIEOLDKNAILING <br /> 3.5X71.875 LVL .L Z <br /> 1 2.0E(B2-1) <br /> S 3 @ 24"O.C. ! <br /> 5.25X11.875 4 4NAL <br /> 6X6 KNEE BRACE I LVL 2.0E(B2-2) P 6X6 KNEE BRACE I 3S ONAL ENG\a� <br /> P <br /> GS16_X48 GS16rX48 <br /> 6X10 DF#1 <br /> 3 ROOF BEAM <br /> 3 UPPER FLOOR S_3 FEDERAL AVE <br /> RESIDENCE <br /> EVERETT <br /> 6 3403 FEDERAL AVE, <br /> EVERETT,WA 98201 <br /> IMPORTANT NOTES ON DRAWING REVIEW,FIELD VERIFICATION,TEMPORARY SHORING <br /> AND WATERPROOFING: <br /> 3 <br /> 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& <br /> NOTI-—-—- ARCHITECTURAL DOCUMENTS OR FY DESIGN TEAM/OWNER OF IELD DISCREPANCY IN COMPARISON WITH <br /> ELD CONDIITIONS <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 /> PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. <br /> ROOF TRUSS @ 24"O.G. 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SVSTEM OR DETAILS. <br /> SL=25 PSF II CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED <br /> _DL=12 P5 _ —_ _ _ _ _ _— —_ _—_—_ <br /> SEES-1 FOR TRUSS NOTES IMPORTANT NOTES ON FOUNDATION AND FRAMING: <br /> SEE ARCHITECTURAL 11 2 DRAWING INFO <br /> 1 i DRAWINGS FOR TRUSS PROFILE i 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 MAV BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS. <br /> 1/2"APA PLYWOOD ROOF SHEATHING 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS ISSUE DATE 08-24-23 <br /> W ITH 8d AT 6"EDGE&BLOCKING �� PLEASE SEE S-0 <br /> NAILING AND Sd 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 NO.22082 <br /> ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(1"DEEP)AT 15 FT MAX.SPACING <br /> EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON <br /> 3 V7J FLOOR SHEATHING SHALL BE3/4"PLYWOOD OROSB WITH 10dAT6"NAILING AT ENGINEER Designer <br /> S-3 EDGES&BLOCKING AND AT 12"AT FIELD <br /> 8.ROOF SHEATHING SHALL BE 1/2"PLYWOOD OR OSB WITH 8d AT 6"NAILING AT EDGES REVISION SCHEDULE <br /> &BLOCKING AND AT 12"AT FIELD <br /> 4 ROOF PLAN IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: NO,F DATE DESCRIPTION <br /> 1/4"=V-0" <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 /> SS24 SIMPSON WSW WOOD CONTINOUS <br /> STRONG WALL(24"WIDE) + POST FRAMING PLANS <br /> POSTSTOPS <br /> SW6 PLYWOOD SHEARWAL BELOW THIS FLOOR <br /> � <br /> t L <br /> R POST STARTS AT <br /> q SHEARWALL HOLDOWN lJ THIS FLOOR <br /> n LEGEND AND NOTES S-2 <br /> 1/4" <br /> Co7Yhght b2 Stmctuml Engineers 2008 <br />