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SEE RETAINING WALL SCHEDULE m _ • _• <br /> D/S-4 FOR WALL CORNER \T/ \T/ F-1 \T/ \T/ \T/ \T/ Y <br /> REINFORCING TYP. <br /> SEE CONC.WALL SEE CONC.WALL info@b2engineers.com <br /> ° OPENING REINFORCING OPENING REINFORCING 425-318-7047(0) <br /> SCHEDULE D/S-d SCHEDULE D/S-4 3 425-318-0031 (C) <br /> 8" 6X6 PT S 3 <br /> SEE RETAINING WALL <br /> SEE RETAINING WALL SCHEDULE D/S-4 <br /> D - SCHEDULE D/S-4 <br /> I <br /> S-3 8" SEER ININGSCHEDULE D/S-4 <br /> E - ----- - ---- ------------- --------------- - --------------- - -TYPICAL SLAB ON GRADE: <br /> 8" 8" 4"CONCRETE WITH#3 AT 18"E.W. <br /> (MID-DEPTH)OVER VAPORBARRIER,&RIGID INSULATION PER ARCHITECTURAL DRAWINGS,ON TYPICAL SLAB ON GRADE 1'-?' <br /> 4"COMPACTED CRUSHED ROCK, <br /> — p_g" PROVIDE 1"DEEP SAWCUT JOINTAT 1-MAX SPACING E.W. <br /> _—_—_ _ _ —_—_ —_ _ _ _ SEERETAININGWALL _— _—_—_—_—_— _—_—_—_—_—_—_ _ _—_—_—_—_—_—_—_—_—_—_— 5 p WAS qS� <br /> SCHEDULE D/S-4 2 P�O H7ry <br /> 1 7 7/8" S 3 O' <br /> _ <br /> 43789 <br /> - - RALEN <br /> cuss LNG <br /> TONAL <br /> SEE RETAINING WALL SEE RETAINING WALL <br /> SCHEDULE D/S-4 3 SCHEDULE D/S-4 SEE RETAINING <br /> SEE RETAINING WALL SCHEDULE 1 S 3 SCHEDULE D/S-4 ALL <br /> D/S4 <br /> FOR WALL CORNER <br /> REINFORCING TYP. FEDERAL AVE <br /> RESIDENCE <br /> EVERETT <br /> 1 BASEMENT <br /> n 6X6PTn n n n n 3403 FEDERAL AVE, <br /> 6X6 PT �J �J �J �J �J �J EVERETT,WA 98201 <br /> P 8 <br /> S3 <br /> (3)2X LSTHD8RJ LSTHD8RJ LSTHDBR (4)2X6 6X6 PT IMPORTANT NOTES ON DRAWING REVIEW,FIELD VERIFICATION,TEMPORARY SHORING <br /> p P SW6 p AND WATERPROOFING: <br /> 1.CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION& <br /> NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH <br /> q ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. <br /> S-3 III 2.IN REMODEURETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY <br /> DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES <br /> 2X111 PT JOISTS I THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. <br /> 16"O.C.(JD.-2) STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE <br /> TO LIMITED AVAILABLE INFORMATION. <br /> o 5.125X13.5 GLB 24F- 3.CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING <br /> 5.5X76.5 GLB_24F-V4 —__ PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. <br /> o DF/DF B1-1 m V4 DF/DF GARAGE <br /> P = ( ) HEADER(GH-1) 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. <br /> F O CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED <br /> 6X6 PT N IMPORTANT NOTES ON FOUNDATION AND FRAMING: <br /> JI 110/11.875 @ TJI 560/11.875 @ TJI 110/11.875 @ TJI560/l 1.875 @ TJI 230/9.5 @ 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN.OF MEDIUM DENSE <br /> DRAWING INFO <br /> 16"O.C.J2-2 16"O.C.J2-1 16"O.C.(J2-2) 16"O.C.(J2-1 12"O.C.JD-1 NATIVE SOIL OR COMPACTED STRUCTURAL FILL(NO SOFT OR ORGANIC MATERIALS). <br /> PROVIDE SRAP ABOVE AND ( ) ) ) ( ) GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS. <br /> BELOW THE OPENING PER 2.FOR FRAMING LUMBER TYPES AND GRADES,AND CONCRETE MIX REQUIREMENTS ISSUE DATE 08-24-23 <br /> DETAIL C/S-4 /4"APA PLYWOOD FLOOR PLEASE SEE S-0 <br /> _ _ _ SHEATHING WITH 10d NAILS AT. 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE,PLEASE SEE A/S-4 <br /> B -—-—-—-—-—- —- -SW6 SW6- - - - - - - - - - 6"EDGE&BLOCKING NAILING SW6 4.FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE,SEE B/S-4 <br /> AND 10d AT 12"FIELD NAILING 5.PROVIDE(2)2X6 OR(3)2X4 STUD POSTS AT EACH END OF BEAMS,UNLESS NOTEDOTHERW ISSUED FOR PERMIT <br /> 1 6.SLAB ISE ON PLAN N GRADE HALL BE MIN.4"THICK WITH#3 AT 18"EACH WAY(AT MID-DEPTH) <br /> s-3 PROJECT N0.22082 <br /> i ON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(I DEEP)AT 15 FT MAX.SPACING <br /> EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON <br /> III III WEATHER. ENGINEER BB <br /> 7.FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6"NAILING AT <br /> c EDGES&BLOCKING AND AT 12"AT FIELD <br /> 6.ROOF SHEATHING SHALL BE 1/2"PLYWOOD OR OSB WITH 8d AT 6"NAILING AT EDGES REVISION SCHEDULE <br /> R p� NO. DATE DESCRIPTION <br /> 6X6 PT LJ N LSTHD8RJ v (3)2X6 P (3)2X6 STH,D10R IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: 1 09-16-22 PILE REVISION <br /> (4)2X6 6X6 PT <br /> 3 TRU S TRUSS <br /> PL EIR MUS NG SUBMITUT O RUSS SHOP DRAW NGS NWN IS GENERAL CONCEPT CLUDING TRUSSTOR/ <br /> S-3 TEMPORARY/PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW <br /> 2.TRUSS FRAMING PROFILE/LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND <br /> 2 GROUND FLOOR ARCHITECTURAL DRAWINGS.ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ <br /> ` 1/4"=1'-�" 3,TRUSS RUISSCDEFR ORION CRITE IR O TRUSS DESIGN WORK. <br /> FLOOR/DECK TOTAL LOAD=U480 ROOF TOTAL LOAD=U240 <br /> FLOOR/DECK LIVE LOAD =L/600 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: Q <br /> S 4 SIMPSON WSW WOOD CONTINOUS <br /> STRONG WALL(24"WIDE) 'S POST <br /> ®®®®® (P� OSTSTOPS FRAMING PLANS <br /> A <br /> [ gyyg PLYWOOD b BELOW THIS FLOOR <br /> ®�I SHEARWAL P <br /> T L <br /> /ems POST STARTS AT <br /> A SHEARWALL HOLDOWN V THIS FLOOR <br /> 1 LEGEND AND NOTES S-1 <br /> 1/4" <br /> Co7Yhght b2 Stmctuml Engineers 2008 <br />