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APPROVED BLD_FULL PLAN SET - BLD2022-0444O 1 v APPROVAL STAMP PAGE PERMITTING & DEVELOPMENT BUILDING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov ------------------- i SEPARATE PLUMBING PERMIT i REQUIRED FOR THIS PROJECT. APPROVED OBTAIN ELECTRICAL PLANS MUST BE PERMIT FROM ON JOB SITE STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ------------------- WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO DETECTORS THROUGHOUT THE DWELLING ARE REQUIRED. REFER TO 2018 IRC R314 AND R315 FOR MORE INFORMATION. -------------------- PLEASE KEEP WITH THE PLANS City Of Edmonds Building Department Work ADU Address 521 HEMLOCK WAY Owner RODRIGUE ------------------------------------ --- Approved Date Building Official Permit Number 09/30/2022 /C&wi &ooxjli lal BLD2022-0444 NOTE: This Stamp page must remain with the city approved plans at all times. Failure to have this Stamp page with the City approved plans could result in delay of the inspections including the FINAL inspection. If lost please contact the city as soon as possible to find a solution. Thank You. N 0 I i__ N 1n" UPPER LEVEL EXISTING FLOOR PLAN EXISTING 1576 SQ.FT. AK I SCALE: 1 /4"=1'-0" WSEC 2018 ENERGY CODE - PERSCR PTVE OPTION R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS CREDITS REQUIRED SMALL DWELLING UNIT<1500 S.F. 3.0 MEDIUM DWELLING UNIT NOT SMALL OR LARGE 6.0 LARGE DWELLING UNIT>5000 S.F. 7.0 CREDITS PROVIDED OPTIONS SELECTED FROM TABLE 406.2 CREDITS FUEL NORMALIZATION CREDITS 1.5 EFFICIENT BUILDING ENVELOPE 2.0 PERSCRIPTIVE COMPLIANCE BASED ON TABLE R402.1.1 VERTICAL FENESTRATION U=0.22, WALL R-21 INT PLUS R-12 Cl, FLOOR R-38, BASEMENT WALL R-21 INT INT PLUS R-12 Cl, SLAB ON GRADE R-10 PERIMETER, AND UNDER ENTIRE SLAB 3.4 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL 1.5 CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING IS ZONAL ELECTRIC HEATINP, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITV A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. TOTAL CREDITS: 3.5 1. SMALL DWELLING UNIT - 448 SQ.FT. (TOTAL ADDITION- HEATED SPACE) 3.0 CREDIT POINTS REQUIRED, OPTIONS 2.0, 1.5 2. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. 3. MINIMUM 80% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES AND ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. WINDOW SCHEDULE MARK SIZE U-VALUE STYLE COMMENTS 0 4'x5' 0.22 1 SLIDER © 5'x5' 0.22 SLIDER © 310' 0.22 SLIDER ALL EGRESS WINDOWS PER IRC R310, TO MEET: * MILGARD WINDOW MFR CALLED OUT MIN. 57 SQ.FT. OF OPENING, MIN. 24" NET CLEAR EQUAL SPECS CAN BE SUBSTITIUED HEIGHT OF OPENING, MIN. 20" NET CLEAR WIDTH, FOR WINDOW OF U.25 AND MIN. SILL HEIGHT FROM FLOOR OF 44". DOOR SCHEDULE MARK SIZE U-FACT STYLE COMMENTS 0 3'-0"x6'-8" 0.22 PANEL SAFETY GLASS EXISTING DECK ABOVE W I � I o r-o z 1 1 I� ~ I cn L------ N x W ELECTRICAL PANEL FOR PRIMARY RESIDENCE STRUCTURAL NOTES: DESIGN CRITERIA: WIND LOAD - 85 MPH ROOF LOAD - DL = 15PSF SL = 20PSF ATTIC FLOOR LOAD - DL = 12PSF LL = 40PSF SEISMIC ZONE - D2 SOILS: 2000PSF (ALLOWABLE BEARING PRESSURE) 40PSF/FT ACTIVE LATERAL PRESSURE OF RETAINED EARTH) 60PSF/FT AT -REST LATERAL PRESSURE OF RETAINED EARTH) CONCRETE: 250OPS1 FOR SLABS AND WALLS. MINIMUM 5 1 /2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 3/4 GALLONS OF WATER PER 94LB. SACK OF CEMENT. MAXIMUM AGGREATE SIZE IS 1 1 /2" VIBRATE ALL CONCRETE WALLS WHEN POURING. REINFORCING STEEL: CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318-02. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615. 52'-10" EXISTING HOUSE FUR ACE EXISTING FIXTURE COUNT: FRAMING DATA: 1. ALL HEADERS #2 AND BETTER AS SHOWN UNLESS OTHERWISE NOTED. 2. ALL 2x MATERIAL #2 AND BETTER EXCEPT TREATED. 3. ANCHOR ROOF TRUSSES TO DOUBLE TOP PLATE BY INSTALLING SIMPSON H1 SEISMIC ANCHOR EACH TRUSS, OR EQUAL ANCHOR. 4. SIMPSON HANGERS ARE CALLED OUT IN THIS DESIGN, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 5. NAILING FOR SHEAR WALL AND ROOF SHEALTHING: NAIL - 8d EDGE NAIL SPACING, 6" O.C., FILED NAIL SPACING, 12" O.C. STAGGER EDGE NAILING WITH ADJOINING PANEL. VENTIL00N FANS: MECHANICAL VENTILATION SYSTEM FAN EFFICACY RANGE HOODS MINIMUM CFM 2.8/WATT (WSE 403,5,1) BATH AND UTILITY ROOMS AIR FLOW RATE MINIMUM CFM 1.4/WATT WHOLE HOUSE FAN LOCATED ABOVE WASHER/DRYER THIS DESIGN TO BE CONTINUOUS RUN WITH 45 CFM PER (IRC M1507.3.3(1) PER M1507.4, KITCHEN EXHAUST FAN 100 CFM INTERMITTENT. BATHROOMS EXHAUST FANS 50 CFM INTERMITTENT. KITCHEN - 1-SINK, DISHERWASHER MAIN BATHROOM - SINK, TOLIET, TUB/SHOWER MASTER BATH - SINK, TOILET, SHOWER DOWNSTAIRS BATHROOM - SINK, TOILET, SHOWER, HOTWATER HEATER UTILITY ROOM - CLOTHES WASHER TOTAL FIXTURE COUNT - 13 ITEMS NOTE: VERIFY STAIR TOTAL RISE AND TOTAL RUN DOWN TO EXISTING BASEMENT STAIR RISE NOT TO EXCEED 7 3/4" AND STAIR TREAD MIMINUM OF 10" - INSTALL 6x8 D/F#2 HEADER OVER NEW OPENING ACCESS FAMILY ROOM GARAGE STORAGE � • 612 SQ.FT. CLOSET BATH UP D'NI OW F' HTR EXISTING FRONT ENTRY PORCH LEGEND: o EXISTING 2x4 FRAMED WALLS m NEW EXTERIOR FRAMED WALLS 2"x6" AND INTERIOR WALLS 2"x4" �o OVERHEAD CONSTRUCTION HEADERS AND BEAMS, AS NOTED o • 1-HOUR FIRE SEPARATION WALL < PROVIDE 5/8" TYPE "X" GWB BOTH SIDES OF B owSG��� FRAMED WALL INSULATE W/ ROCKWOOL SEE A-3 FOR UL DETAIL • SMOKE DETECTOR (sp CARBONDIOXIDE DETECTOR C� CO E.F., 50 CFM EXHAUST FAN, BATHROOMS, UTILITY ROOM EXHAUST FAN, KITCHEN mE.F., 100 CFM GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ALL DIMENSIONS ARE TO FRAMING POINTS. (FIELD VERIFY ALL DIMENSIONS). SCOPE OF WORK: ADU ADDITION TO EXISTING RESIDENCE. SIZE OF ADDITION 18'x26, 448 SQ.FT. PROVIDE STAIRS DOWN INTO EXISTING BASEMENT UTILITY ROOM. NEW ADU FIXTURE COUNT: KITCHEN - 1-SINK, MAIN SHUT-OFF, INSTANT HOT BATHROOM - SINK, TOLIET, TUB/SHOWER TOTAL ADU FIXTURE COUNT - 6 ITEMS I: 1 ADU ADDITION -SHEARWALL 5'-10" 3'-0" 9'-2" 20 MINUTE iiriCHL LABEL DOOR B WALL SELF LOSING A-2 SECTION INSTALL 6x8 D/F#2 I I � s 2E HEADER OVER OPENING D I ACCESS IEPWTIONWALL 1- 0 R EXISTING UTILITY ROOM a '� RE�ER o Q J S SPACE � z JI Q m BATH WALK-IN m CLOSET w o cn = ❑ z 24 BEDROOM MAIN WATER SHUT OFF FOR PRIMARY RESIDENCE EXISTING BASEMENT: 768 SQ.FT. ADU ADDITION: 448 SQ.FT. TOTAL: 1216 SQ.FT. 52'-10" EXISTING HOUSE BASEMENT LEVEL ADU ADDITION FLOOR PLAN CLOSET 50SLIDER cn cn w BEDROOM 8'-7"x 9,-0" Q � U x Q N EGRESS 26 0 U KITCHEN TANKLESS WATER HEATER PER UPC TABLE 501.1(2) 1-BEDROOM, FIRST HOUR RATING, GALLONS 38 TANKLESS WATER HEATER UNDER CABINET J 11 A o L A-3 cn n ❑ CD� i i i RAN SPA LIVING AREA 8'-7"x 15-0" MAIN WATER SHUT OFF UNDER SINK N I 00 J � � z w 0 Co = 1 0 0 (/) N 1 � p Q N =D 0 < _CD � z N � o J� _ I N J c z ELECTRICAL \ Q PANEL a, -I Ln = i� Ln cl-) I I I I 1 7'-2 1 /8" H EAWALL 4'-3 3/4" 1 4'-3 3/4" 6'-4 1 /2" 1 3'-0" 8'-7 1 /2" 9'-4 1 /2" 18'-0" (ADU ADDITION) 0 Ln 0 PROVIDE 4'x4' CONCRETE o LANDING JUST UNDER N DOOR SILL, ADJUST STEPSCD PER FINISH GRADE N RESUB 9/16/2022 W CITY OF EDMONDS DEVELOPMENT Q SERVICES DEPARTMENT 0 N 00 o- N Q o m Uj Li-1 z w O 0 w w z C7 Q m viz U I I O cf)C� W oI0 >_L� W N N m L � z � CD m w Z w O�� CD o zzw o CDocn � o�w m O CD P4 � zow� o mu W C� 0 O U u� LW W 0 0 U � W O 0 � � Q W Q Q DRAWING REVISED PER PLAN REVIEW COMMENTS I ' BY KEVIN BLOOMFIELD LETTER DATED 7-8-2022 ,moo SCALE: 1 /4"=1'-0" GENERAL NOTES' ROOFING MINIMUM 235# COMPOSITION W/ 30# FELT UNDERNEATH 7/16" O.S.B. SHEATHING 12 \� 4 (VERIFY) ZZ • 1 /2" GWB, CEILING AND WALLS, U.N.O. 2x6 STUDS AT 16" O.C., TYPICAL (92 5/8" LONG STUDS) R-21 WALL INSULATION TYP. EXTERIOR WALLS - 2"x6" TREATED MUD SILL WITH 5/8" 0 x 10"A.B. W/ 3"SQ.x1 /4"THK. WASHERS, AT 5'-0" O.C. 4" CONCRETE SLAB FLOOR INSTALL #4-BAR AT 24" O.C. EACHWAY PROVIDE WIND BAFFLE BETWEEN EACH TRUSS TO PROTECT INSULATION 1" MIN. AIR GAP ---------- ---------_--- � I I I II I I I I I II II II I I I —I 1141 BAIR VERTICAL AT 18'I'III I 11- # O.C. BENT INTO FOOTING #4-BAR, (2) FOOTING-o" AND (1) AT TOP OF WALL WALL SECTION SECTION SCALE: 1 /2"=1 ' -O' SEISMIC TIES, SIMPSON H1, TYPICAL EACH TRUSS -PROVIDE SCREEN BLOCKING BETWEEN EACH RAFTER "-CONTINUOUS OVERHANG METAL GUTTER, TYP FASCIA BOARD MATCH EXIST. A-2 4x HEADER AT EXTERIOR WALLS OVER WINDOWS & DOORS, HEATED SIDE OF WALLS PROVIDE R-10 RIGID INSULATION ON EXTERIOR SIDE OF HEADER EXTERIOR SIDING MATCH EXISTING HOUSE CONTINUOUS INSULATION BOARD BEHIND SIDING R-12, PER WASH. STATE ENERGY CODE FINISH GRADE 52'-10" EXISTING STREET FRONT SIDE - SOUTH SCALE: 1 /4"=1'-O" ELEVATION 52'-10" ADU ADDITION ' EXISTING BACK - NORTH ELEVATION SCALE: 1 /4"=1'-O" 18'-0" ADU ADDITION PROVIDE -INSTALL RIGHT - NORTH ELEVATION SCALE: 1 /4"=1 '-O" OOF RIDGE )R SIDIN o OUSE 7. 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ALL DIMENSIONS ARE TO FRAMING POINTS. (FIELD VERIFY ALL DIMENSIONS). AVERAGE GRADE LINE 113.6 RESUB 9/16/2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H I N CD CD Ln CD N N Q Q Ln U D • N 0 N m W m w cl- con o w m Q U � Z I � Q o cf)o C as c0 o �L� W c J z cn C- z m w C-D z z w ��'e m O O pwq J~ -`r'w m U FRAWNG DATA: GENERAL NOTES: EXISTING CONCRETE FOUNDATION WALL AND FOOTING NOTE: VERIFY DISTANCE FROM SIDE OF CANTILEVER TO CORNER -, I OF EXISTING HOUSE SAW CUT OUT EXISTING FOUNDATION WALL FOR NEW STAIRWAY FROM ADU ADDITION INTO EXISTING UTILITY ROOM EXISTING UPPER FLOOR CANTILEVER BUMP OUT - EXISTING BASEMENT LEVEL J 5' -10" 12'-2" CONSTRUCT STAIRWELL WITH 6" CONC. WALLS AND 12" WIDE FOOTING 1 6" THICK A 3 TYPICAL B WALL FSTAIRWELLJ N ij ►, I 00 I� 'I NOTE: LOCATION OF TOILET I i PROVIDE DRAIN PIPE i i BEFORE POURING I CONCRETE SLAB FLOOR ,I --A 4" CONCRETE SLAB FLOOR WITH R-10 RIGID FOAM INSULATION UNDER SLAB I I L o I CD a- 18'-0" MONOLITHIC SLAB FLOOR —FOOTING FOUNDATION PLAN SCALE: 1 /4"=1'-O" (ADU ADDIIION) ROOF FRAMING PLAN SCALE: 1 /4"=1'-O" A-3 DRILL INTO EXISTING FOUNDATION Q AND INSTALL (3)-#4 BAR, EMBED _ CD = INTO EXISTING 4" W/ EPDXY, BARS TO 0O J BE 12" LONG AND BEND UP OR DOWN coN INTO NEW POURED CONC. FOUND. RADIUS BEND FOR #4 BAR IS 1 1 /2", INSTALL BARS WITH HILTI HIT -RE 500 V3 EPDXY EXISTING ADDITION FOUNDATION FOUNDATION ATTACHMENT DETAIL SCALE: 1/2"=1'-0" q 33 NOTE: INSTALL ALL PLUMBING IN FLOOR BEFORE POURING CONCRETE SLAB FLOOR 1'-0" FTG TYP 0 CV INSTALL (4) STHD10 HOEDOWNS TYPICAL EACH CORNER 0 0 0 I -co p N =D 0 Q )RE ORDERING ROOF TRUSSES Y EXISTING HOUSE ROOF PITCH ;H ADDITION ADH TO FXISTING EXISTING ATTIC W/ ROOF FRAMING EXISTING HOUSE STRUCTURE EXISTING FLOOR FRAMING INSTALL 6x8 D/F#2 HEADER OVER NEW OPENING ACCESS CONCRETE SAW CUT AND REMOVE PORTION OF BASEMENT FOUNDATION WALL FOR NEW STAIRWELL EXISTING BASEMENT UTILITY ROOM AREA w� -H J \ OQ C I �clf Ld� >Of Of EXISTING BASEMENT SLAB FLOOR EXISTING FOOTING r 10" ccy- I� Ir- _Mmpjj4-BAR AT 12"O.C., TYP. 5'-10" TOTAL RUN STAIRS 7—TREADS, 10" EACH BUILDING CROSS SECTION (=A SCALE: 1 /2"=1'-0' A-3 DESIGN NO. UL U305 FIRE RATING: 1-HOUR STC RATING: 34 SOUND TEST: RAL-TL11-130 SYSTEM THICKNESS: 1-3/4" LOCATION: INTERIOR FRAMING TYPE: WOOD STUD (LOAD -BEARING) ASSEMBLY REQUIREMENTS: GYPSUM PANELS: ONE LAYER 5/8" SHEETROCK GYPSUM PANEL (UL TYPE SCX) WOOD STUDS: 2"x4" WOOD STUDS, 16" O.C. INSULATION: 3-1/2" ROCKWOOL INSULATION GYPSUM PANELS: ONE LAYER 5/8" SHEETROCK GYPSUM PANEL (U; TYPE SCX) REMOVE EXISTING SIDING BEFORE INSTALLING TRUSS 1. ALL HEADERS #2 AND BETTER AS SHOWN UNLESS OTHERWISE NOTED. 2. ALL 2x MATERIAL #2 AND BETTER EXCEPT TREATED. 3. ANCHOR ROOF TRUSSES TO DOUBLE TOP PLATE BY INSTALLING SIMPSON H1 SEISMIC ANCHOR EACH TRUSS, OR EQUAL ANCHOR. 4. SIMPSON HANGERS ARE CALLED OUT IN THIS DESIGN, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 5. NAILING FOR SHEAR WALL AND ROOF SHEALTHING: NAIL - 8d EDGE NAIL SPACING, 6" O.C., FILED NAIL SPACING, 12" O.C. STAGGER EDGE NAILING WITH ADJOINING PANEL. PROVIDE ATTIC VENTILATION 1 /300 PER ATTIC AREA CONTINUOUS RIDGE VENTING PRE-ENGINEERED ROOF TRUSSES AT 24"O.C. R-49 ATTIC INSULATION 00 PROVIDE HANDRAIL T ONE SIDE OF STAIRS 00 1 1 /2" DIA. MAX. O Of 0 /� / c � o 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ALL DIMENSIONS ARE TO FRAMING POINTS. (FIELD VERIFY ALL DIMENSIONS). ' 1-HOUR FIRE SEPARATION WALL PROVIDE 5/8" TYPE "X" GWB BOTH SIDES OF e > FRAMED WALL INSULATE W/ ROCKWOOL ' SEE A-3 FOR UL DETAIL INSTALL EACH TRUSS, (TYP.) WITH H1 SEISMIC ANCHOR AT TOP PLATE OF WALL INSTALL ON EXTERIOR SIDE 1 /2" GWB, CEILING AND WALLS, U.N.O. 2x6 STUDS AT 16" O.C., TYPICAL (92 5/8" LONG STUDS) R-21 WALL INSULATION TYP. EXTERIOR WALLS — 2"x6" TREATED MUD SILL WITH 5/8" 0 x 10"A.B. W/ 3"SQ.x1 /4"THK. WASHERS, AT 5-0" O.C. 4" CONCRETE SLAB FLOOR INSTALL #4-BAR AT 24" O.C. EACHWAY z #4-BAR VERTICAL AT 18"0.C. BENT INTO FOOTING Hill I #4-BAR (2) FOOTING 1111 J 1 - ������ `� AND (1) AT TOP OF WALL— # -BAR, (2) FOOTING AND 2 HORIZ. AT 12"O.C. 12'-2" 2'-0" OVERHANG EXTERIOR SIDING MATCH EXISTING HOUSE CONTINUOUS INSULATION BOARD BEHIND SIDING R-12, PER WASH. STATE ENERGY CODE DRAWING REVISED PER PLAN REVIEW COMMENTS BY KEVIN BLOOMFIELD LETTER DATED 7-8-2022 NAILING /ANCHORING: ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED PARALLEL TO RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 16" O.C. WITH 6d COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1 /4" HEADS, AT 7" O.C. INTERIOR 1-HOUR FIRE ASSEMBLY RATED WALL H N O 0 N 0 N U z LLJ U Q RESUEV- 9/16/2022 CITY OF EDMONDS DEVELOPMENT RVICES DEPARTMENT J �y z 0 a F OAS z o�G 0 0 m I N o m u� w o m z ::�E LLJ 0 w w u� � m Q �Q CDI 0 w o = N LZN� H mLn �z CD Mcn u� U LW 0 O =zw cn o=w O mCD LLJ zow� CD�� El- m U W O U U- W L�J � 0 O U I I O Q � � Q LLJ Q Q A.B. ANCHOR BOLT EL. ELEVATION O.F. OUTSIDE FACE ABV. ABOVE ENG. ENGINEER O.H. OPN'G OVERHANG OPENING ADD'L ADDITIONAL EQ. EQUAL ORNT. ORIENTATE(ION) ADJ. ADJACENT E.S. EACH SIDE P.A POST ABOVE ALT. ALTERNATE EXIST. EXISTING APPRX. APPROXIMATE EXT. EXTERIOR P.B POST BELOW ARCH. ARCHITECTURAL FFE FINISHED FLOOR ELEVATION PAR. PARALLEL @ AT FAB. FABRICATION PERP. PERPENDICULAR B. BOTTOM FND. FOUNDATION PL. PLATE BEL. BELOW FIN. FINISHED) QTY. QUANTITY BLDG. BUILDING FLG. FLANGE REF. REFERENCE BNDRY. BOUNDARY FLR. FLOOR REQ'D REQUIRED B.O. BOTTOM OF... F.O. FACE OF... R.O. ROUGH OPENING BRDG. BRIDGE(ING) FRM'G FRAMING SCHD. SCHEDULE BRG. BEARING F.S. FAR SIDE SHT. SHEET B/W BETWEEN FTG. FOOTING SIM. SIMILAR CANT. CANTILEVER(ED) GB GRADE BEAM SKW. SKEWED) C.G. CENTER OF GRAVITY GRD. GRADE SPC. SPACING I CENTERLINE GWB GYPSUM WALL BOARD SQ. SQUARE CLR. CLEAR HDR. HEADER STD. STANDARD COL. COLUMN HORZ. HORIZONTAL STGR. STAGGER CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER CONST. CONSTRUCTION INT. INTERIOR STL. STEEL CONT. CONTINUOUS JST. JOIST STRUC. STRUCTURE(AL) CTSK. COUNTERSINK K KIPS (1000 POUNDS) SYM. SYMETRICAL DBL. DOUBLE LAT. LATERAL T. TOP 0, DIA. DIAMETER L.F. LINEAL FEET THRD. THREAD(ED) DIAG. DIAGONAL MAT'L MATERIAL TMPRY. TEMPORARY DIAPH. DIAPHRAGM M.B. MACHINE BOLT (A307) T.O. TOP OF... do DITTO (DO OVER) M.D. MID -DEPTH TRANS. TRANSVERSE D DEPTH MFR. MANUFACTURER TYP. TYPICAL DWG. DRAWING MTL. METAL UBC UNIFORM BUILDING CODE DWL. DOWEL (N) NEW MEMBER U.N.O. UNLESS OTHERWISE NOTED (E) EXISTING MEMBER N.S. NEAR SIDE VERT. VERTICAL EA. EACH N.T.S. NOT TO SCALE VFY, VERIFY E.F. EACH FACE O.C. ON CENTER W/ WITH W.P. WORK POINT CONCRETE & MASONRY ABBREVIATIONS C.I.P. CAST IN PLACE EMBD. EMBED(DMENT) P/T POST TENSIONED C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT CMU CONC. MASONRY UNIT LT. WT. LIGHT WEIGHT STIR. STIRRUP CONC. CONCRETE MAS. MASONRY WWF WELDED WIRE FABRIC E.J. EXPANSION JOINT P/C PRECAST CONCRETE STEEL ABBREVIATIONS B.F. BRACED FRAME LLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD CID COMPLETE PENETRATION LLV LONG LEG VERTICAL X-STG EXTRA STRONG GA. GAGE MRF MOMENT RESISTING FRAME XX-STG DOUBLE EXTRA STRONG GALV. GALVANIZED WHS WELDED HEADED STUD HSB HIGH STRENGTH BOLT WOOD ABBREVIATIONS B.N. BOUNDARY NAIL HGR. HANGER P.T. PRESSURE TREAT(ED) CAM. CAMBER ED) L.S. LAG SCREW SHTG SHEATHING d PENNY NAILS) LDGR. LEDGER SS SELECT STRUCTURAL D.F. DOUGLAS FIR LSL TIMBER STRAND BEAM T&G TONGUE AND GROOVE E.N. EDGE NAIL LVL MICROLLAM BEAM TJ TRUSS JOIST MACMILLAN F.N. FACE NAIL PLYWD. PLYWOOD T.N. TOE NAIL GLB GLUE -LAMINATED BEAM PSL PARALLAM BEAM H.F. HEM -FIR TYPICAL NAILING SCHEDULE CONNECTION COMMON OR BOX NAILING 1 • JOIST TO SILL OR GIRDER, TOENAIL------------------3 - 8d 2. BRIDGING TO JOIST, TOENAIL EACH END ----------------2 - 8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL----16d @ 16" O.C. 4. TOP PLATE TO STUD, END NAIL--------------------2 - 16d 5, STUD TO SOLE PLATE - - - - - - - - - - - - - - - - - - - - 4 - 8d TOENAIL OR 2 - 16d END NAIL 6. DOUBLE STUDS, FACE NAIL - - - - - - - - - - - --- - - 16d @ 24" O.C. 7. DOUBLE TOP PLATE, FACE NAIL ----------------16d @ 16" O.C. 8. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL-------- 2 - 16d 9. CONTINUOUS HEADER, TWO PIECES --------------16d @ 16" O.C. ALONG EACH EDGE 10. CEILING JOISTS TO PLATE, TOENAIL --------------------3 - 8d 11. RAFTER OR TRUSS TO PLATE, TOENAIL -----------------3 - 8d 12. BUILT - UP CORNER STUDS ------------------16d @ 24" O.C. 13. BUILT - UP GIRDER AND BEAMS ---------------16d @ 12" O.C. 14. SOLID BLOCKING TO SUPPORTS, TOENAIL---------- 16d @ 12" O.C. 15. POST AND BEAM OR GIRDER CONSTRUCTION -------PROVIDE POSITIVE CONNECTION AGAINST UPLIFT AND LATERAL DISPLACEMENT TYPICAL NAILING SCHEDULE SHEAR WALL SCHEDULE PANEL PANEL EDGE FASTEN DOUBLE BOTTOM PLATE AND SILL PLATE ATTACHMENT BOTTOM PLATE SILL SILL PLATE 13 MARK SHEATHING EDGE NAIL TOP PLATE TO FRAMING (STAGGERED) FRAMING ABOVE NAILING TO PLATE ANCHORING FRAMING BELOW TO CONCRETE 1 7/16" PLY. or O.S.B. ONE SIDE 2x STUD 8d @ 6"o.c. A35 CLIPS @ 18"o.c. TO SINGLE ROW BLK G OR JOIST 16d @ 6 o.c. 2X / " „ „ 5 8 x10 A.B. @ 48 o.c. 241 2 7/16" PLY. or O.S.B. ONE SIDE 3x STUD 8d @ 3"O.C. A35 CLIPS @ 8"o.c. TO SINGLE ROW BLK'G OR JOIST 16d @ 3"o.c. 2X " 5/8"� x10 A.B. @ 16"o.c. 455 SHEARWALL NOTES: INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 1. # INDICATES SHEAR WALL CAPACITY (Ibs./ft.) 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF WALL SECTION U.N.O. 3. ALL ANCHOR BOLTS SHALL HAVE 3" x 3" x 0.229" HOT DIPPED GALVANIZED PLATE WASHERS. 4. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 5. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 6. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 7. USE 8d (2 1/2" X 0.131" COMMON NAILS) 8. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d @ 12"o.c.. 9. PROVIDE SOLID BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN UNDER ALL SHEAR WALLS 10. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. 11. SEE GENERAL STRUCTURAL NOTES SHEET S1. 12. AT TWO SIDED PLYWOOD SHEARWALL, ALTERNATE ABUTTING PANEL EDGES ON EACH SIDE OF THE WALL TO FALL ON DIFFERENT FRAMING MEMBERS. 13, AT EXISTING CONCRETE ANCHOR BOLTS CAN BE SUBSTITUTED WITH 5/8" DIAMETER EXPANSION BOLTS WITH 7" MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED FOR ANCHOR BOLTS. 111 21. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR NO. 2. 4x BEAMS AND STRINGERS DOUGLAS FIR N0. 2. 6x POSTS AND TIMBERS DOUGLAS FIR NO. 1. STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR OR HEM -FIR STANDARD GRADE. TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE. BOLTED STUDS, LEDGERS AND PLATES DOUGLAS FIR, STANDARD GRADE. 2x6 STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO. 3/STUD GRADE. GLUED LAMINATED BEAMS (24F - V4) PARALLAM (PSL) (2.OE) MICROLLAM (LVL) (1.9E) 22. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH I.B.C. STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 23. ALL WOOD COLUMNS, PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. 24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2020 EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U-SERIES HANGERS. 25. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE I.B.C. D. PROVIDE (2) 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. G. TRUSS MANUFACTURE TO PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS LATERAL BRACING. ►. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS AND 2x6 @ 16"o.c. AT EXTERIOR WALLS. J. USE FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR WALLS AT STAIRWAYS AND AT VAULTED CEILINGS. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS AT 12" o.c. STAGGERED. L. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"o.c. STAGGERED UNLESS SHOWN OTHERWISE, M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE I.B.C. N. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" o.c. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 6'-0"o.c. UNLESS SHOWN OTHERWISE. 0. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS P. ALL GIRDER TRUSSES, BEAMS AND HEADERS TO HAVE FULL BEARING WIDTH SUPPORT AND A MINIMUM OF 2 - 2X BEARING STUDS U.N.O. Q. ALL POSTS TO CONTINUE DOWN TO FOUNDATION U.N.O. TYPICAL ROOF SHEATHING AT ADDITION 1/2" CDX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS---------8d @ 6"o.c. ALL SUPPORTED EDGES --------------------8d @ 6"o.c. FIELD -----------------------------------8d @ 12"o.c. GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. CRITERIA 1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (I.B.C) (2018 EDITION). 2. DESIGN CRITERIA ROOF LIVE LOAD . . ....... . . . . . . . . 25 PSF ROOF DEAD LOAD ... . . . . . .. . . .. . . . 15 PSF FLOOR LIVE LOAD (RESIDENTIAL) . . . ... . . . 40 PSF FLOOR DEAD LOAD . . . .. . . . . . . . . . . . . 15 PSF WIND . . . . . . .... .. ... . . . . . . .. 110 MPH (3 SEC. GUST) , EXPOSURE "C" EARTHQUAKE . . SEISMIC RISK CATEGORY II ALLOWABLE SOIL PRESSURE 1,500 PSF (Natural soils or compacted fill) SOILS ENGINEER OR BUILFING OFFICIAL VERIFY 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. SHOP DRAWINGS FOR MANUFACTURED TRUSSES, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY 'THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 11. INSPECTION: EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 2O18 IBC, AS REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTECHNICAL 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. TESTING LAB AND SOILS ENGINEER TO VERIFY THAT NEW FOOTINGS WILL NOT HAVE AN EFFECT ON EXISTING SURROUNDING FOOTINGS. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE . . ... . . . . . .. . . . . . .1,500 PSF. NCO CRETE 13, CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 psi ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% +/- 1 % BY VOLUME. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 psi. 14. REINFORCING STEEL SHALL BE GRADE 60, Fy = 60,000 PSI. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH THE LATEST ACI STANDARDS. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS 2'-0" MINIMUM). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-0" MINIMUM). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MINIMUM OF 8") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE .. . . . . . . .... .. . . . . . . . . . . . ... . 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) ... 2" (#5 BARS OR SMALLER) . . 1-1/2" 17. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 18. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. STEEL 19. BOLTS SHALL CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 20. ALL HARDWARE, BOLTS, NUTS, WASHERS, AND NAILS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED. 5AB�0 SABCtO C�JNSULTtNG ENGINEERS INC. 1 1 322 34TH. DR. S.E EVERETT, WA 98208 TEL: (425) 338 0342 E-MAIL: INFO@SABCOENGINEERS. COM WEB SITE: SABCOENBINEERS.COM JUNE 15, 2022 FOR STRUCTURAL AT ADU ADDITION ONLY 0 N 0 } D QZ 30 UO OZ JI EO I3r NN �Z 0 0 W RESUB Sep 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY: JUNE 1 5, 2022 JOB: 22030 DRAWN: KYS SCALE: 3/4"= 1 I-011 S 1 8d NAILS @ 4" O.C. PLY. 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PER POUR FOOTING ON SCHEDULE UNYIELDING SOIL TYPICAL RETAINING WALL _ r., Nl'� L 16" TYPICAL INTERIOR TYPICAL GABLE BRACING HEAR WALL NAILING v- FONT. AT BOTTO BEARING /SHEAR WALL 12 2-2X STUDS @ EACH HOLDOWN- 1/2 DIAM. SIMPSON TITEN HD SCREW ANCHOR X 6" LONG. PREDRILL CONCRETE W/ 1 /2" DIAM. DRILL BIT AS SHOW_ USE FIRST EXISTING HOLE AT STRAP FOR BOTTOM HD TITEN SCREW ANCHOR_ 6" MIN EXISTING VERIFY FOUNDATION WALL MST60 HOLDOWN UUI NLY. LUVt NAILINV TP4 CLIPS @ 12" o.c. LY. EDGE NAILING PER HEARWALL SCHEDULE X OUTRIGGER @ 24" o.c. TRUCTURAL TRUSS W/ 2x4 LAT INLET STUDS @ 24" o.c. LY. PER PLAN 5d @ 12" o.c. BRACE D STRONG BACK 2x6 DIAGONAL BRACE AT 'IDGE AND AT 8'-0" o.c. MAX. A35 CLIPS, ONE EA. SIDE F BRACE 6d @ 3" o.c. 2x6 CONT. TO OP PLATE 6d @ 3" o.c. TRUSS TO X6 BLOCK LY. EDGE NAILING x6 CONT. PLY PER SHEARWALL SCHEDULE EDGE NAIL PLYWOOD TO EACH DOUBLE STUD SIMPSON MST60 HOT DIPPED GALVANIZED NAIL TO STUDS W/ 34 - 10d COMMON NAILS MIN. PREDRILL TOP HOLE AT STRAP TRUSSES PER PLAN H2.5 CLIP @ 24" 0.( STUDS PER PLAN (2) 2X S 6" 5 1 /4" CONCRETE FOUNDATI ROOF PLY. ROOF PLY. EDGE NAILING PER PLAN 16d 16" 2X VENTED SOLID BLOCKING (T) TOE NAIL W/ 3-16d NAILS AT EA. END TO TRUSS A35 CLIPS PER SHEAR WALL SCHEDULE PLY. EDGE NAILING PER SHEAR WALL SCHEDULE TYPICAL EAVE EDGE NAIL PLY. TO EACH STUD SIMPSON HTT5 HOLDOWN W/ (26)- 16d x 2 1/2" NAI LS. A.B. PER SHEAR WALL SCHEDULE 5/8"0 ALL THREAD ROD, EMBED 8" MIN. IN CONC. DLATE WASHER 1 /2" x 4" x 4" IR�lf ELEVATION TYPICAL HTT5 HOLDOWN 4'-0" MIN. NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS AND SHEARWALLS. ELEVATION TYP. TOP PLATE SPLICE STUDS PER PLAN SILL PLATE W/ PLY. PER SHEARWALL A.B.'S PER SCHEDULE SHEARWALL SCHEDULE PLY. NAILING PER CONCRETE SLA SHEARWALL SCHEDULE 6" MIN. & FINISH 24" MAX GRADE z 0 I z 1-#4 CONT. 00 Io v 2-#4 CONT. NEW FOOTING UNDER EXISTING 1 -0 POUR FOOTING ON CONCRETE SLAB UNYIELDING SOILS FOUNDATION REPAIR D ETAI L OH91 1 1322 34TH. DR. S.E EVERETT, WA 98208 TEL: (425) 338 0342 E-MAIL: INFO@Q SASCOENGINEERS.COM WEB SITE: SABCOENSINEERS.COM JUNE 15, 2022 FOR STRUCTURAL AT ADU ADDITION ONLY 0 N 0 m 01 QZ 30 UO 0� .J2 En I i3 NN LnZ 0 w RESUB Sep 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY: JUNE 1 5, 2022 JOB: 22030 DRAWN: KYS SCALE: 3/4"= 1 I-OII SZ OF 2 NIA' i` N w O _ z X w UPPER LEVEL EXISTING FLOOR SCALE: 1/4"=1'-0" WSEC 2018 ENERGY PERSCRIPTIVE R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS CREDITS REQUIRED SMALL DWELLING UNIT<1500 S.F. 3.0 MEDIUM DWELLING UNIT NOT SMALL OR LARGE 6.0 LARGE DWELLING UNIT>5000 S.F. 7.0 CREDITS PROVIDED OPTIONS SELECTED FROM TABLE 406.2 CREDITS FUEL NORMALIZATION CREDITS 1.5 EFFICIENT BUILDING ENVELOPE 2.0 PERSCRIPTIVE COMPLIANCE BASED ON TABLE R402.1.1 VERTICAL FENESTRATION U=0.22, WALL R-21 INT PLUS R-12 Cl, FLOOR R-38, BASEMENT WALL R-21 INT INT PLUS R-12 Cl, SLAB ON GRADE R-10 PERIMETER, AND UNDER ENTIRE SLAB 3.4 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL 1.5 CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING IS ZONAL ELECTRIC HEATIN , A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITV A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. TOTAL CREDITS: 3.5 1. SMALL DWELLING UNIT - 448 SQ.FT. (TOTAL ADDITION- HEATED SPACE) 3.0 CREDIT POINTS REQUIRED, OPTIONS 2.0, 1.5 2. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. 3. MINIMUM 80% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES AND ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. WINDOW SCHEDULE KAARK �I717 I I—VAI IIF STYI F 4'x5' 0.22 SLIDER © 5'x5' 0.22 SLIDER © 31x3' 0.22 SLIDER ALL EGRESS WINDOWS PER IRC R310, TO MEET: * MILGARD WINDOW MFR CALLED OUT MIN. 57 SQ.FT. OF OPENING, MIN. 24" NET CLEAR EQUAL SPECS CAN BE SUBSTITIUED HEIGHT OF OPENING, MIN. 20" NET CLEAR WIDTH, FOR WINDOW OF U.25 AND MIN. SILL HEIGHT FROM FLOOR OF 44". DOOR SCHEDULE MARK SIZE U-FACT STYLE COMMENTS 3'-0"x6'-8" 1 0.22 1 PANEL SAFETY GLASS I HID% GATES i Di RaVI5j-oNs Dui: GL� 207,2 444 vtl CRA li EXISTING HOUSE BASEMENT LEVEL ADU ADDITION FLOOR SCALE: 1/4"=1'-0" .c, FRAMING DATA: ALL HEADERS #2 AND BETTER AS SHOWN UNLESS OTHERWIIS�EF NOTED. ALL 2x MATERIAL #2 AND BETTER EXCEPT TREATED. ANCHOR ROOF TRUSSES TO DOUBLE TOP PLATE BY INSTALLING SIMPSON H1 SEISMIC ANCHOR EACH TRUSS, OR EQUAL ANCHOR. SIMPSON HANGERS ARE CALLED OUT IN THIS DESIGN, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. VENTILATION FANS: MECHANICAL VENTILATION SYSTEM FAN EFFICACY RANGE HOODS MINIMUM CFM 2.8/WATT (WSE 403,5,1) BATH AND UTILITY ROOMS AIR FLOW RATE MINIMUM CFM 1.4/WATT WHOLE HOUSE FAN LOCATED ABOVE WASHER/DRYER THIS DESIGN TO BE CONTINUOUS RUN WITH 45 CFM PER (IRC M1507.3.3(1) PER M1507.4, KITCHEN EXHAUST FAN 100 CFM INTERMITTENT. BATHROOMS EXHAUST FANS 50 CFM INTERMITTENT. TTIMINVATATATCZ19 "I (ADU ADDITION) LEGEND: � m` m EXISTING 2x4 FRAMED WALLS NEW EXTERIOR FRAMED WALLS 2"x6" AND INTERIOR WALLS 2"x4" OVERHEAD CONSTRUCTION =__________ O b^JI'YI HEADERS AND BEAMS, AS NOTED z ��3J U 4 Z p4 1 p SSyt" _ oti ti SMOKE DETECTOR Op CARBONDIOXIDE DETECTOR co EXHAUST FAN, BATHROOMS, UTILITY ROOM mE.F., 50 CFM EXHAUST FAN, KITCHEN (DE.F., 100 CFM C7FNFRAI NOTES: FIELD VERIFY ALL DIMENSIONS AND CONDITIONS II o BEFORE STARTING CONSTRUCTION. o 00 ALL DIMENSIONS ARE TO FRAMING POINTS. N (FIELD VERIFY ALL DIMENSIONS). Q CD SCOPE OE WORK: z w ADU ADDITION TO EXISTING RESIDENCE. 0 . a- SIZE OF ADDITON 18 x26 , 448 SQ.FT. cry PROVIDE STAIRS DOWN INTO EXISTING LLJ BASEMENT UTILITY ROOM. _ -I' w V) co �, o N I PROVIDE 4'x4' CONCRETE o Ln LANDING JUST UNDER s1Bsu-o c'-,] DOOR SILL, ADJUST STEPS PER FINISH GRADE"�n DRAWING REVISED PER PLAN REVIEW COMMENTS BY DONOVAN AKAU LETTER DATED 5-6-2022 • 6 m Q U i I a 0 g AA W OHO Ln L'j N Ln i c- C/-) mwZ z ® �r o=Dw F— m O W z� C) O J c� n- ED IZ m U ZESUB )ep 16 2022 CITY OF EDMONDS /ELOPMENT SERVICES ,DEp.ARTMENT W CD O U u� I W --- D O U n III C) Q � n-- Q W Q -C A � GENERAL NOTES: L��'•. ROOFING MINIMUM 235# COMPOSITION W/ 30# FELT UNDERNEATH 7/16" O.S.B. SHEATHING 12 \� 14 (VERIFY) CI 1 /2" GWB, CEILING AND WALLS, U.N.O. 2x6 STUDS AT 16" O.C., TYPICAL (92 5/8" LONG STUDS) R-21 WALL INSULATION TYP. EXTERIOR WALLS - now • . 1 .,. A 4" CONCRETE SLAB FLOOR INSTALL #4—BAR AT 24" O.C. EAC HWAY 71 #4-BAR VERTICAL AT 18"O.C. BENT INTO FOOTING .4;.R (2) FOOTING� O• OF WALL WALL SECTION SECTION SCALE: 1 /2"=1 ' —0' PROVIDE WIND BAFFLE BETWEEN EACH TRUSS TO PROTECT INSULATION 1 " MIN. AIR GAP — S-E+S-bhf&a E—S ®—&WSON CC PROVIDE SCREEN BLOCKING BETWEEN EACH RAFTER -CONTINUOUS OVER " METAL GUTTER, TYP FASCIA BOARD MATCH EXIST. A-2 4x HEADER AT EXTERIOR WALLS OVER WINDOWS & DOORS, HEATED SIDE OF WALLS PROVIDE R-10 RIGID INSULATION ON EXTERIOR SIDE OF HEADER EXTERIOR SIDING MATCH EXISTING HOUSE CONTINUOUS INSULATION BOARD BEHIND SIDING R-12, PER WASH. STATE ENERGY CODE FINISH GRADE 5 5 Z ADU ADDITION 52'-10" 18'-0" EXISTING ADU ADDITION STREET SIDE FRONT - SOUTH ELEVATION SCALE: 1 /4"=1 ' —O" BACK - NORTH ELEVATION SCALE: 1 /4"=1 ' —0" 52'-10" EXISTING PROVIDF-INSTALL RIGHT - NORTH ELEVATION SCALE: 1 /4"=1 '—O" 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING CONSTRUCTION. �or�bJ OOF RIDGE ryr� 2. ALL DIMENSIONS ARE TO FRAMING POINTS. (FIELD VERIFY ALL DIMENSIONS). a a � )R SIDIN RUSE 0 N O 00 AVERAGE GRADE LINE 113.6 Q N oolf %- A- V) .. 0 0 En N O 0 N O N m Q r— C-1) U I I O O w (D = zL Ln N w Lo _J U) mw~ z 0 C) w z�w o CD o W n m U RESUB Sep 16 2022 CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT V W C� O U � W W --D 0 O W n-- U n Lwl O 0 � Q � W � 0 Q EXISTING CONCRETE FOUNDATION WALL AND FOOTING i NOTE: N VERIFY DISTANCE FROM SIDE o OF CANTILEVER TO CORNER OF EXISTING HOUSE SAW CUT OUT EXISTING FOUNDATION WALL FOR NEW STAIRWAY FROM ADU ADDITION INTO n' EXISTING UTILITY ROOM LEXtsTft10- 24tk r-ovAPA ea EXISTING BASEMENT LEVEL 5'-10" 12'-2" CnCTD(3T CT_1�LDlALCLL -W,Avl I,Ii- t IG9NG. �n-WAL-L AMW " G � --6 ' TH1C-K G52- TYPICAL B WALL i Ott STAIRWELL rT- i 6� oo IZ SZ NOTE: LOCATION OF TOILET PROVIDE DRAIN PIPE BEFORE POURING i CONCRETE SLAB FLOOR - �--� 4" CONCRETE SLAB FLOOR WITH R-10 RIGID FOAM INSULATION UNDER SLAB o CDn J552 18'-0" MONOLITHIC SLAB FLOOR -FOOTING FOUNDATION PLAN SCALE: 1 /4"=1'-0" NOTE: VERIFY EXISTING CLOSET CLEARS UNDER SIDE OF NEW ADU ROOF TRUSSES n THIS AREA AGAINST EXISTING GABLE END MAY HAVE TO INSTALL 2x6 D/F#2 RAFTER 1' NAILED W/ 16d TO - -- - EXISTING FRAMING BEHIND EXISTING RESIDENTIAL STRUCTURE 18'-0" (ADU ADDITION) TYPICAL B WALL 5q A-2 SECTION � � U U 0 0 U Q O W w N U X w� zQ Q N z cn W W cn W cn I x8 D F#2 DR 48 D/F# HDR 4 52 18'-0" (ADU ADDITION) ROOF FRAMING PLAN SCALE: 1 /4"=1 ' -0" A-3 NOTE: INSTALL ALL PLUMBING IN FLOOR BEFORE POURING CONCRETE SLAB FLOOR TG J�SZ o i N 7 I N U- 0 A A-3 DRILL INTO EXISTING FOUNDATION AND INSTALL (3)-#4 BAR, EMBED INTO EXISTING 4" W/ EPDXY, BARS TO oO � N BE 12" LONG AND BEND UP OR DOWN co INTO NEW POURED CONC. FOUND. RADIUS BEND FOR #4 BAR IS 1 1 /2", INSTALL BARS WITH HILTI 77t HIT -RE 500 V3 EPDXY S t-1, ItE -T -t PiAL- R 11 F ,S !-}L�-AT hot H & A T Ai O UTo N,)TF 0 1-4 �5 1 NOTE: BEFORE ORDERING ROOF TRUSSES VERIFY EXISTING HOUSE ROOF PITCH MATCH ADDITION ADU TO EXISTING CFIJIIIVu HUUIIIV IV ' ti v FOUNDATION FOUNDATION ATTACHMENT DETAIL � SCALE: 1/2"=1'-0" A-3 EXISTING ATTIC W/ ROOF FRAMING EXISTING HOUSE STRUCTURE EXISTING FLOOR FRAMING CONCRETE SAW CUT AND REMOVE PORTION OF BASEMENT FOUNDATION WALL FOR NEW STAIRWELL--\ EXISTING BASEMENT UTILITY ROOM AREA w� �S J Q- o� �uJ F� Q EXISTING BASEMENT SLAB FLOOR FRAMING DATA: 1. ALL HEADERS #2 AND BETTER AS SHOWN UNLESS OTHERWISE NOTED. 2. ALL 2x MATERIAL #2 AND BETTER EXCEPT TREATED.' 4. SIMPSON HANGERS ARE CALLED OUT IN THIS DESIGN, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. REMOVE EXISTING PROVIDE ATTIC VENTILATION SIDING BEFORE 1 /300 PER ATTIC AREA INSTALLING TRUSS CONTINUOUS RIDGE VENTING PRE-ENGINEERED ROOF TRUSSES AT 24"O.C. R-49 ATTIC INSULATION co PROVIDE HANDRAIL ONE SIDE OF STAIRS °O I I � 1 1 /2" DIA. MAX. II '� II Q / % IICD I I co GENERAL MOTES: m Nv�ta� 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS l BEFORE STARTING CONSTRUCTION. O �oj`t bJ J 2. ALL DIMENSIONS ARE TO FRAMING POINTS. r, (FIELD VERIFY ALL DIMENSIONS). 0 ti z o OtiSlG� SCOPE OE WORK: ADU ADDITION TO EXISTING RESIDENCE. SIZE OF ADDITION 18'x26', 448 SQ.FT. PROVIDE STAIRS DOWN INTO EXISTING )U BASEMENT UTILITY ROOM. dl_(li li l'A's � �MI� Slid ; 1 /2" GWB, CEILING AND WALLS, U.N.O. 2x6 STUDS AT 16" O.C., TYPICAL (92 5/8" LONG STUDS) R-21 WALL INSULATION TYP, EXTERIOR WALLS 2"6" TREATED MUD SILL WITH WASHERS AT 5'-n" n C. -4" CONCRETE SLAB FLOOR INSTALL #4-BAR AT 24" O.C. EACHWAY / i Iillll��l o , - #4-BAR VERTICAL AT 18 O.C. a /��� _"-_" BENT INTO FOOTING �_��i III=- Ill 11 1)-s-t_ #4-BAR, (2) FOOTING I oc,i ii"-'='�'-"��'� ��� to AND (1). AT TOP OF WALLt&Y -FOOTING HIM 4-BAR AT I-T= 12"O.C., TYP. EXISTING 5'-10" FOOTING TOTAL RUN STAIRS 7-TREADS, 10" EACH BUILDING CROSS SECTION SCALE: 1 /2"=1'-0' A-3 s-�TR Ue.. Tvir—, (V u 7 i Z_ HDicA-ias 5;MP-5ot+ I }-T -rS 14at-D0w; l 7-0 t-Gam.;; f=. V7421�Ate: aW I>eao L 1452 Z _ j o o t coa-rLj- s s t m Ps a t�j_ _ M .s-r 6 7--r,) eP&a o f= s 4 . we e.. AG3j Vz- Rom- t- l 3& 2 2'-0„ OVERHANG EXTERIOR SIDING MATCH EXISTING HOUSE CONTINUOUS INSULATION BOARD BEHIND SIDING R-12, PER WASH. STATE ENERGY CODE co 00 N 0 N cn w o m z � O n ,w w cn 6 Q m Q v0-)Q U I � �o� W 0 C) Z � n w NIn- Ln C-D� (� mw � z COR CD 0 I- O mCD D z0w O �c n = 0— m U RESUB Sep 16 2022 CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT W ? a _ 0 ry �. �+ i (� U w o W 0 N W ry � U nn n O ry Q Ali Ln N G Z RGVJSs/s/ loK,C Q �y Q� 7 � r Q LLJ ry CL I- 5_ciz�v A-;" AP a AD0sT"t®n-- 1 �