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SEE RETAINING WALL SCHEDULE m _ • _• <br /> D/S-4 FOR WALL CORNER \T/ \T/ F-1 \T/ \T/ \T/ \T/ \T/ <br /> REINFORCING TYP. <br /> p SEECONC.WALL SEE CONC.WALL <br /> info@b2engineers.COm <br /> ° /� OPENING REINFORCING OPENING REINFORCING 425-318-7047(0) <br /> LLJJ SCHEDULE D/S-d SCHEDULE D/S-4 3 <br /> 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 <br /> I N <br /> S-3 8" SEER INING L <br /> SCHEDULE D/S-4 <br /> I = <br /> E ----- - ---- - -- ----- -------------- ------------- - - -------I------------ <br /> TYPICAL SLAB ON GRADE: <br /> 8" 8" 4"CONCRETE WITH 113AT 18"E.W. <br /> (MID-DEPTH)OVER VAPOR <br /> BARRIER,&RIGID INSULATION PER SW4 <br /> ARCHITECTURAL DRAWINGS,ON V TYPICAL SLAB ON GRADE 1_ <br /> 4"COMPACTED CRUSHED ROCK, <br /> p_g• PROVIDE I"DEEP SAWCUT JOINT 1-4 <br /> MAX <br /> B _AT 15--SPACING --_—_— --_—_—_ _ _— �� 8q�� <br /> SEE RETAINING WALL 5 <br /> SCHEDULED/S-4 2 Q'�OF WAS7y/ry siA <br /> 1 7 7/8" S-3 O' <br /> Ll_A_;L <br /> 43789 <br /> SS/ONAL EN\ <br /> SEE RETAINING WALL SEE RETAINING WALL <br /> SCHEDULE D/S-4 3 SCHEDULE D/S-4 SEE RETAINING ALL <br /> SEE RETAINING WALL SCHEDULE 1 S 3 SCHEDULE D/S-4 <br /> D/S-4 FOR WALL CORNER <br /> REINFORCING TYP. FEDERAL AVE <br /> RESIDENCE <br /> EVERETT <br /> 1 BASEMENT <br /> 1/4"=V-0" <br /> n3403�J �2 �J �J �J �J AL <br /> 6X6 PT EVERETT,WA 98201 <br /> P 8 <br /> 3 <br /> S3 <br /> 3)2X P LSTHD8RJ (3)2X6 (3)2X6 LSTHD8RJ LST DH 8R (4)2X6 6X6 PT IMPORTANT NOTES ON DRAWING REVIEW,FIELD VERIFICATION,TEMPORARY SHORING <br /> 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 /> 2.IN REMODEURETROFIT PROJECTS,CONTRACTOR MUST FIELD VERIFY&NOTIFY <br /> DESIGN TEAM/OWNER OF EXISTING MECHANICAL,PLUMBING,AND ELECTRICAL LINES <br /> 2X10 PT JOISTS 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 /> III TO LIMITED AVAILABLE INFORMATION. <br /> 5.125X13.5 GLB 24F- 3.CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING 5.5XI6.5 GLB 24F-V4 —__ PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS.V 4 DF/DF GARAGE <br /> p o DF/DF(B1-1) HEADER(GH-1) 4.ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. <br /> F ksi <br /> CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED <br /> IMPORTANT NOTES ON FOUNDATION AND FRAMING: <br /> 1.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN.OF MEDIUM DENSE DRAWING INFO <br /> TJI110/11.875@ TJI 560/11.875 @ TJI 110/11.875 @ TJI 560/11.875 @ .5 @ NATIVE SOIL OR COMPACTED STRUCTURAL FILL(NO SOFT OR ORGANIC MATERIALS). <br /> PROVIDE SRAP ABOVE AND 16"O.C.(J2-2) 16"O.C.J2-1) 16"O.C.(J2-2) 111 O.C.(J2-1) (JD-1) 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 REQUIREMENTSISSUE DATE 08-24-23 <br /> DETAIL C/S-4 3/4"APA PLYWOOD FLOOR PLEASE SEE S-0_ _ _ SHEATHING WITH 10d NAILS AT 3.FOR PLYWOOD/OSB SHEARWALL SCHEDULE,PLEASE SEE A/S-4 <br /> - - - - -SW6 SW6- - - - - - - - - - - 6"EDGE&BLOCKING NAILING 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 NOTED ISSUED FOR PERMIT <br /> SE N PLAN <br /> - 6.SLAB IN GRAD SHALL BE MIN.4"THICK WITH#3 AT 18"EACH WAY AT MID-DEPTH) <br /> s-3 ( PROJECT N0.22082 <br /> FON 6"COMPACTED CRUSHED ROCK.SAWCUT JOINT(1"DEEP)AT 15 FT MAX.SPACING <br /> l I I EACH WAY SHALL BE DONE WITHIN 4 TO 12 HOURS AFTER FINISHING,DEPENDING ON BB <br /> WEATHER. ENGINEER <br /> 7.FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6"NAILING AT <br /> o 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 /> NO. DATE DESCRIPTION <br /> 6X6 PT l LSTHDSRJ P P IMPORTANT NOTES ON TRUSS AND LUMBER PACKAGE/LUMBER PACKAGE REVIEW: <br /> (3)2X6 (3)2X6 STHDIOR (4)2X6 6X6PT 1 09-16-22 PILE REVISION <br /> 3 TRUSS 1.TRUSS <br /> ING MUSTSUT UBMFITOWN IS GENERAL CONCEPT TRUSSHOP DRAWINGS INCLUDING TRUSS <br /> S-3 TEMPORARY/PERMANENT BRACING PLANS FOR ENGINEER'S REVIEW <br /> 2.TRUSS FRAMING PROFILE/LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND <br /> n GROUND FLOOR ARCHITECTURAL DRAWINGS.ANY DEVIATIONS SHALL BE APPROVED BY ENGINEER/ <br /> 1/4"=1'-0" 3.ARCHITECT <br /> EFLECTON CRITERIAS DESIGN WORK. <br /> FLOOR/DECK TOTAL LOAD=U480 ROOF TOTAL LOAD=L/240 <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 p CONTINOUS <br /> STRONG WALL(24"WIDE) POST <br /> (P� POST STOPS FRAMING PLANS <br /> SW6 PLYWOOD a BELOW THIS FLOOR <br /> �I SHEARWAL <br /> L <br /> /ems POST STARTS AT <br /> A SHEARWALL HOLDOWN V THIS FLOOR <br /> r 1 LEGEND AND NOTES S-1 <br /> 1/4"=1'-0" <br /> CoGYhght b2 Stmauml Engineers 2008 <br />