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Home My WebLink AboutHELENS J3R MODEL NOT FOR CONSTRUCTIONGENERAL NOTES INTERNATIONAL RESIDENTIAL CODE, WITH THE ASSOCIATED MECHANICAL AND PLUMBING SECTIONS, 2018 EDITION, THE 2018 INTERNATIONAL FIRE CODE AND THE 2018 WSEC AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION TO BE FOLLOWED. ALL BUILDING SITES TO BE LEVEL, MAXIMUM 2% SLOPE, OR TO BE MADE LEVEL BY MEANS OF RETAINING STRUCTURE INDEPENDENT OF THE BUILDING STRUCTURE. LANDSCAPE RETAINING WALLS TO BE MAX 4' HIGH, UNSUPPORTED. IF RETAINING WALLS MORE THAN 4' TALL ARE NEEDED THEY WOULD NEED TO BE ENGINEERED SEPARATELY. FINAL GRADE AT PORCHES AND OTHER EXTERIOR DOORS TO BE AS SHOWN ON PLANS, WITH MAX THREE STEPS DOWN. ALL DOORS NOT DIMENSIONED SHALL BE LOCATED MIN 3 1/2" FROM PERPENDICULAR STUD WALL INTERIOR DIMENSIONS ARE TO OUTSIDE OF GYP BD SURFACE. EXTERIOR DIMENSIONS ARE TO STUDS. APPROVED PLANS SHOULD BE ON-SITE AT ALL TIME AND CANNOT BE ALTERED WITHOUT THE AUTHORIZATION OF THE BUILDING OFFICIAL. CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATION ON SITE OF TEMPORARY POWER, SANITARY CAN, AND OTHER CONSTRUCTION RELATED EQUIPMENT. STORAGE OF MATERIALS, GARBAGE DISPOSAL AND WORK HOURS TO BE DISCUSSED WITH OWNER. PROVIDE ALL COMPLIANCE INFORMATION FOR INSULATION INSTALLED, MECHANICAL SYSTEM PRODUCT LITERATURE, AND WINDOWS AND DOOR COMPLIANCE INFORMATION, AND ANY OTHER INFORMATION REQUIRED BY WSEC OR IRC THAT NEEDS DOCUMENTATION. EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE, INTERIOR WALLS TO BE 2X4 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND REQUIREMENTS FOR EQUIPMENT SELECTED BY OWNERS. DIMENSION FOR WIINDOWS ARE ROUGH-OPENINGS, DIMENSIONS FOR DOORS ARE FOR NOMINAL DOOR SIZE, NOT ROUGH-OPENING. ALL ROUGH OPENINGS TO BE VERIFIED WITH OWNER FOR ACTUAL MANUFACTURERS REQUIREMENTS. DO NOT SCALE DRAWINGS. ALL DIMENSIONS TO BE FIELD VERIFIED. PROVIDE PERFORATED DRAINAGE FOOTING PIPES PER FOUNDATION PLAN - TIGHTLINE TO DAYLIGHT, DIRECT AWAY FROM ADJACENT STRUCTURES, EITHER ON SUBJECT LOT, OR ADJACENT LOTS. DOWNSPOUTS TO HAVE SPLASH BLOCKS- ROUTE DRAINAGE AWAY FROM THE BUILDING FOUNDATION AS WELL AS ANY ADJACENT STRUCTURES. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. FOOTINGS NOT TO BE PLACED ON FILL. PROVIDE FREE-DRAINING FILL AND SLOPE GRADE 1% AWAY FROM BUILDING FOUNDATION. BACKFILL TO BE FIRMLY COMPACTED. NO CHANGES TO DRAWINGS TO BE MADE THAT IMPACT THE STRUCTURAL SYSTEMS INCLUDING: NO CHANGES TO EXTERIOR WALLS DIMENSIONS, INCLUDING OPENING SIZES AND LOCATION NO CHANGES TO FLOOR OR ROOF FRAMING EXCEPT AS ALLOWED IN STRUCTURAL NOTES. NO CHANGES ALLOWED IN INTERIOR BEARING WALLS, IF INDICATED ON PLANS. CHANGES TO DRAWINGS ALLOWED OUTRIGHT: INTERIOR FINISHES, CABINETRY LAYOUT, PLUMBING AND ELECTRICAL LAYOUTS AS LONG AS ALL CHANGES COMPLY WITH APPLICABLE CODES. FINISH FLOOR TO BE MAX 3/4" THICK . GRADE AT CARRIAGE HOUSE UNITS CAN VARY. THE DIFFERENCE BETWEEN GRADE AT THE VEHICULAR DOOR OPENING AND THE OPPOSITE SIDE OF THE STRUCTURE SHALL NOT CREATE A RETAINING WALL WITH MORE THAN 4 FEET OF UNSUPPORTED FILL. 1 OF 52'-6"CENTEREDSEE RETAINING DETAIL 4 ON SHEET 3 IF GRADE SLOPES 4' MAXS SMOKE DETECTOR AND CARBON MONOZIDE ALARM - HARDWIRE W/ BATTERY BACK-UP EXHAUST FAN - SEE MECH NOTES PLAN LEGEND INTERIOR LOAD BEARING WALLS - NO CHANGES ALLOWED J3- SECTION BB SCALE 1/4" = 1'-0" 4 5 4 1 ? ? 2'-0"8'-0"8'-0"10'-0" 8'-0"2'-0" MODEL J3 THE HELENS (REVERSED) 5'-0" LANDING 8'-0"CLOSET36'-0"14'-0"10'-0"3'-4 1/2"5'-2 5/8" OPTIONAL HOT WATER 10'-4 7/8"32'-0"2' CANT12'-0"4'-0"16'-0" 5'-0"8'-0"BEAM(16) STEPS DOUWN7" RISERS & 11" T4X4 POST HOT WATER 1 E DD C AA B 2 3 5 6 48'-7 1/2"HEAT PUMP CONDENSOR HEAT PUMP HEAD 8'-0"24'-0"B B 13'-1 1/2"(16) R @ 7"15 T @ 10.5"F OPTIONAL LAUNDRY 8 9 4'-10 1/2"3'-0"3"3'-0"4'-10 1/2" 7 10 OPTIONAL DOOR UNHEATED UNHEATED 12'-0"6'-0"2'-6"4'-6 1/4"3'-0"4'-5 1/4"2'-6"13'-0 1/4"H 10'-6"16'-0" 3'-11 1/2"2'-8"9'-4 1/2"11'-0 3/4"3'-0"8'-6"10'-0"BRACKET TO BRACKET9'-6 1/2"2'-6" 16'-0" G 3'-6"3'-0"4'-4"3'-4"4'-4"6'-0 1/2"3'-0"4'-10 1/2"3'-0"3"3'-0"4'-10 1/2" 2'-6" O.H. TYP B B 8' X 7' GARAGE DOOR CONC APRON 4'-0"8'-0"4'-0" NEW ADU/LIVING SPACE:624 SQ. FT. NEW STAIRS/LANDING 102 SQ. FT. NEW GARAGE 512 SQ. FT. TOTAL BUILDING AREA: 1,238 SQ. FT. TOTAL IMPERVIOUS SURFACE BUILDING OVERHANG (INCLUDING ENTRY ROOF):989 SQ. FT. NEW STAIRS (UNCOVERD) 10 SQ. FT. NEW WALKWAY:___ SQ. FT. TOTAL IMPERVIOUS SURFACE:____SQ. FT NEW DRIVEWAY:___ SQ. FT. AREA CALCS BUILDING AREA BUILDING HEIGHT ROOF PITCH:6:12 RIDGE HEIGHT:23'-3" SHEET INDEX SHEET 2 SHEET 3 SHEET 1 BUILDING SECTIONS, EXTERIOR ELEVATIONS, EXTERIOR FINISH NOTES ENERGY NOTES, ENERGY CREDITS, MECHANICAL NOTES, BUILDING ENVELOPE NOTES FLOOR PLANS, AREA CALCS, SCHEDULES, GENERAL NOTES SHEET 4 DETAILS MIN. EXISTING HOUSE REQUIRED (TO MEET 75% MAXIMUM)832 SQ. FT. SHEET 5 DETAILS 4 5 1 1/2" DIA HANDRAIL 34" ABOVE NOSING RETURN AT ENDS - UNLESS GUARDRAILING PROVIDES REQ'D HANDRAILING 2 5 5 3 36" HIGH GUARD RAILING ATTACH TO SIDE OF STRINGER OR USE DECK MOUNTED ALUMINUM RAILING SYSTEM. CABLES @ 4" OR SIMILAR SEE DETAILS SHEET 5 2 5 5 3 1 1/2" DIA HANDRAIL 34" ABOVE NOSING RETURN AT ENDS - UNLESS GUARDRAILING PROVIDES REQ'D HANDRAILING 3'-4" HIGH WALL 4'-0"15'-0"EAVE TO EAVE5'-6" O.H. ROOF PITCH:5:12 RIDGE HEIGHT:22'-4" PREMANUFACTURED TRUSSES @ 24" O.C. 1/2" SHEATHING W/MIN R38 FIBERGLASS INSULATION EXTEND TO EXT WALL - 1" BAFFLE AS NEEDED GREAT ROOM GARAGE BEDROM 2HALL LAUNDRY/ STORAGE 5/8" TYPE X GYP BD CEILING, WALLS & SUPPORTING BEAMS- SEE NOTE SHEET 3 PAINT COLORS: ENTRY DOOR:PROVIDE DOOR STYLE GARAGE DOOR:PROVIDE DOOR STYLE PROVIDE COLOR INFORMATION (MANUFACTURER & COLOR NUMBER) SHINGLES (WEAVE CORNERS) SKYLIGHTS BETWEEN TRUSSES OR RAFTERS: OPENINGS CANNOT BE LARGER THAN REQUIRED TO FIT BETWEEN STRUCTURAL COMPONENTS, AS REQUIRED IN FRAMING PLANS, WITHOUT ALTERATION. LOWER SIDING CONSTRUCTION OPTIONS FINISHES ROOFING COMPOSITION ROOFING, COLOR TO BE ___________________________ METAL ROOFING, COLOR TO BE _______________________________ ROOF CONSTRUCTION GRADE AT BUILDING SITE FLAT SITE (LESS THAN 2% ACROSS BUILDING ) SLOPE EXCEEDS 2% - MAX 4' HIGH UNRESTRAINED RETAINING HORIZONTAL LAP SIDING W 5" EXPOSURE BOARD AND BATT SIDING ______________________________APPROVED ALTERNATE UPPER SIDING HORIZONTAL LAP SIDING W 5" EXPOSURE HORIZONTAL LAP SIDING W 8" EXPOSURE SHINGLES (WEAVE CORNERS) ______________________________APPROVED ALTERNATE RAILING: 4X4 POSTS W/ BALLUSTERS: (INDICATE BALLUSTERS)_______________________________ ALUMINUM RAILING, (INDCATE STYLE):_________________________________________ 2X2 PICKETS W/ (2) 2X4S AT TOP LAUNDRY IN LOWER STORAGE ROOM LAUNDRY IN BEDROOM 2 UTILITIES 5/8" TYPE X GYP BD CEILING, WALLS & SUPPORTING BEAMS- SEE NOTE SHEET 3 8 5 3'-6 1/2"VENT TO EXT WALL VENT TO ROOF VENT TO OUTSIDE 7 5 1 5 8 5 1 OF 5J3. HELENS (REVERSED)BEDROOM 2 30" SINK 18" DW 30"REF BATH 3' x 3' shower BEDROOM 1 W/D CLOSETCLOSET W D CONC UP GREAT ROOM LAUNDRY/ STORAGE 5'X8' LANDING 36'-0"14'-0"10'-0"4'-0"16'-0"12'-0"GARAGE 30" STOVE J3. UPPER PLAN SCALE 1/4" = 1'-0"SCALE 1/4" = 1'-0" J3. LOWER PLAN NOTE THAT THE DEPICTION ABOVE IS A REVERSE IMAGE OF THE PLANS IN THIS PERMIT SET AA AA DATE: DRN: REV: 3/18/22jill sousaarchitect2815 N. Lawrence Tacoma, WA 98407 tele: 253.468.9662 jill@jillsousaarchtect.comJFSRENTON ADUsREGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET8'-4 1/2"HEAT DETECTOR PER R314 LAP SIDING TO HAVE METAL SIDING CORNERS, HARDIE 199 SERIES SIDING CORNERS, OR EQUAL PRODUCT SPECIFICALLY MANUFACTURED BY SIDING MANUFACTURER FOR SUCH PURPOSE, AND PAINTED TO THE SIDING COLOR. A REVEAL OUTSIDE CORNER IS AN ACCEPTABLE ALTERNATIVE (TAMYLYN XOCRM OR EQUAL). SHINGLES, IF USED, TO HAVE WOVEN CORNERS. CORNER BOARDS TO BE USED ONLY FOR BOARD AND BATT SIDING, OR IF INDICATED ON EXTERIOR ELEVATIONS. IF THE PRIMARY RESIDENCE HAS CORNER BOARDS, AND WAS BUILT BEFORE 1970, CORNER BOARDS CAN BE USED TO MATCH THE EXISTING HOUSE. SIDING: EXTERIOR SIDING AS INDICATED ON PLANS, OR TO MATCH EXISTING SIDING ON EXISTING PRIMARY RESIDENCE. SEE CHECKLIST ON SHEET 1. NO PLYWOOD SIDING IS ALLOWED (T-111, OR SIM), EVEN IF IT MATCHES THE CONSTRUCTION OF EXISTING PRIMARY RESIDENCE EXTERIOR FINISHES EXTERIOR TRIM/DETAILS: EXTERIOR TRIM TO BE A MINIMUM OF 5/4 x 4 AT TOPS AND SIDES OF WINDOWS AND DOORS, INCLUDING OVERHEAD GARAGE DOORS, UNLESS OTHERWISE INDICATED ON PLANS. A BEVELED WINDOW SILL TO BE PROVIDED AT ALL WINDOWS, EXCEPT TRANSOM WINDOWS (WINDOWS ABOVE DOORS OR OTHER WINDOWS) OR CLERESTORY WINDOWS (SMALL WINDOWS IN UPPER PART OF TALL WALLS), WITH A 3 1/2" APRON BELOW. ENTRY DOOR: THE ENTRY DOOR TO BE CONSISTENT WITH THE DESIGN OF THE ADU, SIMILAR TO ONE SHOWN ON PLANS. ALL EXTERIOR DOORS TO BE MADE OF WOOD, FIBERGLASS OR METAL WITH GLASS PANELS AND WITH MIN 3 1/2" TRIM AT TOP AND SIDES, UNLESS OTHERWISE INDICATED ON PLANS. FLASH ALL TRIM AT WINDOWS/DOOR, BANDS, AND TOP OF COLUMNS. SEE THERMAL AND VAPOR RESISTANCE CONSTRUCTION NOTES. TRIM BAND, IF REQUIRED, TO BE A CONTINUOUS 5/4X8 TRIM BETWEEN SIDING CHANGES AS SHOWN ON EXTERIOR ELEVATIONS, UNLESS OTHERWISE INDICATED ON PLANS WHERE BELLY BAND IS INDICATED PROVIDE A 2X4 WITH BEVELED TOP AND 5/4 X 4 APRON BELOW, SIMILAR TO WINDOW SILL. IN ZONES R10 AND R14, PROVIDE AT LEAST ONE OF THE FOLLOWING : KNEE BRACES OR COLUMNS (AS THEY ARE SHOWN ON PLANS) , WINDOW BOXES, OR SHUTTERS (ALSO SHOWN ON PLAN) PORCH POSTS AND BEAMS SHALL BE WRAPPED IN MIN 1X TRIM AS SHOWN ON DETAILS. CASINGS TO BE SOLID, WITH OVERLAPPING JOINTS - FLUSH CORNERS OR MAX 1/8" SETBACK. PROVIDE COLUMN CAP AND BASES, IF SHOWN ON DETAILS, OR TO MATCH EXISTING PRIMARY RESIDENCE. PORCH BEAMS TO HAVE TRIM ON BOTH SIDES, AS SHOWN ON DETAILS, PROVIDE CASED BEAMS AT ALL SIDES OF PORCHES IF SHOWN ON DRAWINGS. DECK FRAMING ON LEVEL WITH GRADE TO HAVE 1X CEDAR SKIRT BOARD. NO OTHER CASING REQUIRED. POSTS SUPPORTING UPPER STORY DECK/LANDING DO NOT NEED TO BE WRAPPED WITH FINISH MATERIAL, BUT SHOULD BE OF GOOD QUALITY WOOD AND PAINTED TO MATCH TRIM OR ACCENT COLOR. EXPOSED HARDWARE TO ALSO BE PAINTED TO MATCH. ALL UNITS TO CHANGE SIDING MATERIALS, WITH A TRIM BAND OR BELLY BAND, AS SHOWN ON PLANS. AS AN ALTERNATE, IF ONLY ONE SIDING MATERIAL IS USED THEN TWO DIFFERENT PAINT COLORS ARE REQUIRED (SIDING CAN BE PAINTED ALL THE SAME COLOR AND THE TRIM PAINTED A SEPARATE COLOR.) PRIMARY PAINT COLOR NEEDS TO MATCH OR COMPLEMENT THE EXISTING PRIMARY RESIDENCE. ROOFING: ROOFING TO MATCH EXISTING PRIMARY RESIDENCE. PROVIDE MIN 4" K-STYLE GUTTER WITH DOWNSPOUTS . DECKS/PORCHES: DECKING TO BE PER OWNER, INSTALLED PER MAUNFACTURERS RECOMMENDATIONS FASCIAS TO BE MIN 2X6 OR PER DRAWINGS. BARGE TRIM TO BE 2X8 UNLESS OTHERWISE INDICATED ON DRAWINGS SOFFITS/PORCH CEILING: SOFFITS AT OVERHANGS, WHEN ENCLOSED AS PER PLANS, TO BE 1/2" PLY OR SIM MATERIAL, WITH SEAMS CAULKED AND PAINTED. PORCH CEILINGS TO BE 1/2" CDX PLY OR SIMILAR MATERIAL WITH SEAMS CAULKED AND PAINTED, UNLESS OTHERWISE INDICATED ON PLANS. GARAGE DOORS: GARAGE DOORS TO BE VINYL, STEEL, FIBERGLASS OR ALUMINUM, OF GOOD QUALITY. COLOR TO MATCH TRIM AND BODY COLOR. NO GLAZING IS REQUIRED IN OVERHEAD GARAGE DOORS. RAILINGS, WHEN REQUIRED, TO BE EITHER: * ALUMINUM POSTS WITH CABLES, GLASS OR PICKETS. ALUMINUM POSTS CAN BE TOP MOUNTED OR SIDE MOUNTED. TO BE INSTALLED PER MANUFACTUERS INSTRUCTIONS. * 2X2 WOOD PICKETS INDIVIDUALLY ATTACHED TO SIDE OF CARRIAGE, WITH 2X4 HORIZONTAL AND 2X4 TOP RAIL * WOOD 4X4 POSTS WITH 2X6 TOP RAIL, PROVIDE HORIZONTAL CABLES OR 1/2" STEEL PER DETAIL, OR WITH 2X4 BOTTOM RAIL AND 1 1/2" X 1 1/2" WOOD PICKETS BETWEEN TOP AND BOTTOM RAILS. 4X4 POSTS MOUNTED TO SIDE OF STAIR CARRIAGE. WOOD RAILINGS TO BE PAINTED, INCLUDING EXPOSED FASTENERS, ALONG WITH DECK FRAMING. WOOD TOP RAILING CAN BE NATURAL. HANDRAILS TO BE REQUIRED FOR MORE THAN 3 STEPS IN ANY FLIGHT OF STAIRS. PROVIDE 1 1/2" DIA HANDRAIL, 34" ABOVE NOSING, RETURN TO WALLS OR RAILING POSTS AT BOTH ENDS. RAILINGS: 2 OF 5 VERIFY SWING WITH PLANS , SWING INDICATED BELOW IS REFERENCED IN DIRECTION OF TRAVEL SEE ENERGY NOTES, SHEET 3, FOR REQUIRED U-VALUES FOR GLAZED DOOR, EXCEPT ENTRY DOOR GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. PER R308.4.1 SAFETY GLAZING IS REQUIRED SKYLIGHTS - CAN BE ADDED IF LOCATED BETWEEN TRUSSES. NO CHANGES TO ROOF FRAMING ALLOWED TO ACCOMODATE SKYLIGHTS - U-VALUE AS INDICATED IN ENERGY NOTES. SKYLIGHTS TO HAVE A 4" CURB. SAFETY GLAZING (TEMPERING) IN HAZARDOUS LOCATIONS: AS REQUIRED PER IRC R308. 1. IN BATHROOMS AND SHOWERS AND OTHER WET LOCATIONS W/ GLAZING LESS THAN 60" ABOVE THE FLOOR LEVEL 2. ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF EITHER VERITCAL DOOR EDGE WHEN IN THE CLOSED POSITION. UNLESS THE GLAZING IS MORE THAN 60" ABOVE FLOOR LEVEL OR IF THERE IS A INTERVENING WALL OR PARTITION BETWEEN GLAZING & DOOR 3. GLAZING IN ANY FIXED OR OPERABLE PANEL WHEN ALL OF THE FOLLOWING APPLY: EXPOSED AREA IS GREATER THAN 9 SQ. FT. BOTTOM EDGE IS LESS THAN 18" ABOVE FLOOR TOP EDGE IS GREATER THAN 36" ABOVE FLOOR ONE OR MORE WALKING SURFACES ARE WITHIN 36" HORIZONTALLY OF GLAZING 4. GLAZING NEXT TO STAIRS AND RAMPS: WHERE THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS. 5'-6"5'-6" J3- _________ELEV J3- _________ELEV SCALE 1/4" = 1'-0" J3- __________ELEV SCALE 1/4" = 1'-0" 2'-0"8'-0"8'-0"8'-0"8'-0"WINDOWS DOOR SCHEDULE RH 2'-6" x 6'-8"INT PASSAGE 2'-6" X 6'-8"INT PASSAGE KEY HAND SIZE TYPE NOTES 1 3'-0" X 6'-8"EXT. ENTRY 2 3 2'-6" X 6'-8"INT PASSAGE 4 5 8'-0" x 6'-8"INT DOUBLE BIPASS6 LH NA LH RH NA 2'-6" X 6'-8"INT POCKET SCHEDULES SEE ENERGY NOTES, SHEET 3, FOR REQUIRED U-VALUES. ALL WNDWS TO BE NFC CERTIFIED VERIFY OPENING WITH EXTERIOR ELEVATIONS NOTES J3- SECTION AA SCALE 1/4" = 1'-0" 3 4 4 2 4 1 8'-0"8'-0"2'-6" H 1 2'-6" X 3'-4"FIXED 6'-8"----- 8 3'-0" X 6'-8"EXT. - NO LITELH 9 2' -8" X 6'-8"EXT. - NO LITELH OUTSWING 10 2'-8" X 6'-8"INT PASSAGERH 8'-0" x 7'-0"OVERHEAD GARAGE7NA 12 6 SCALE 1/4" = 1'-0" J3- __________ELEV SCALE 1/4" = 1'-0"1'-0"8'-0"8'-0"8'-0"8'-0"2'-6" O.H. 2'-6" O.H. 2'-6" O.H. 12 6 12 6 23'-3"AREAKEYQUANTR.O. SIZE TYPE HDR A 2 B 1 D 2 E 1 3'-0" X 3'-4"DOUBLEHUNG F 3'-0" x 5'-0"DOUBLEHUNG 7'-6" 2'-6" x 3'-4"DOUBLEHUNG 6'-8" 3'-0" x 5'-0"DOUBLEHUNG 7'-6"EGRESS 1 3'-4" X 5'-0"DOUBLEHUNG 6'-8" 6'-8" 10 SQ. FT 10 SQ. FT 16.6 SQ. FTEGRESS --- 30 SQ. FT 30 SQ. FT C 1 2'-6" x 3'-4"DOUBLEHUNG 6'-8"10 SQ. FTTEMPERED G 1 3'-0" X 3'-5"DOUBLEHUNG 6'-8"10 SQ. FT----- TOTAL 116.6 SQ. FT ALTERNATE 5:12 PITCH ALLOWED 1 4 1 4 PREMANUFACTURED TRUSSES @ 24" O.C. 1/2" SHEATHING W/MIN R38 FIBERGLASS INSULATION EXTEND TO EXT WALL - 1" BAFFLE AS NEEDED COMPOSITION ROOFING 0R TO MATCH EXISTING HOUSE COMPOSITION ROOFING 0R TO MATCH EXISTING HOUSE 4 5 COMPOSITION ROOFING 0R TO MATCH EXISTING HOUSE CONT RIDGE VENT DECORARTIVE BRACKETS 5/4 X 8 CONT TRIM 5'-6" 4'-0" GREAT ROOM GARAGE 4" CONC SLAB ON 4" COMPACTED FILL DECORATIVE BRACKET- SEE DETAIL 6/ SHEET 4 FOR SIM DECORATIVE BRACKETS CONT RIDGE VENT CONT RIDGE VENT CONT RIDGE VENT HORIZONTAL SIDING W/ PAINTED METAL CORNERS U.N.O 5/4 X 8 CONT TRIM 5/4 X 5 SIDE CASING 5/4 X 6 TOP CASING BEVEL SILL W/ 5/4 X 4 APRON TYP 10' x 7' GARAGE DOOR 8' x 7' GARAGE DOOR 4 56X8 CORBELS HORIZONTAL SIDING W/ PAINTED METAL CORNERS U.N.O 2'-6" 36" HIGH RAILING 4X4 POSTS SIDE MOUNT W/ CABLES @ 4" O.C SEE OPTIONAL RAILING DETAILS 6 OF SHEET 5 5 8 3'-0"SIDING TO MATCH EITHER UPPER OR LOWER WALLS 5 2 4" MAX10'-0" 15' 12 6 6 4 DECORATIVE BRACE SLAB ELEV FLR ELEV SLAB ELEV FLR ELEV SLAB ELEV FLR ELEV SLAB ELEV FLR ELEV SLAB ELEV FLR ELEV 3'-0" MIN4'-0" 5/8" TYPE X GYP BD CEILING, WALLS & SUPPORTING BEAMS- SEE NOTE SHEET 3 J3. HELENS (REVERSED)DATE: DRN: REV: 3/18/22jill sousaarchitect2815 N. Lawrence Tacoma, WA 98407 tele: 253.468.9662 jill@jillsousaarchtect.comJFSRENTON ADUsREGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET EXTERIOR WALL: R21 FIBERGLASS INSULATION FLOORS: R38 FIBERGLASS INSULATION ROOF : MIN. R38 FIBERGLASS IN PARALLEL CHORD TRUSS CAVITIES AND RAFTERS W/ 1" AIR WINDOWS* :MIN U-VALUE 0.30, NFC-CERTIFIED, UNLESS INDICATED BELOW, EXTERIOR DOORS :MIN U-VALUE 0.20 (DOORS WITH MORE THAN 5 SQ. FT GLAZING TO COMPLY WITH WINDOW U VALUE) BUILDING AIR LEAKAGE TESTING, DEMONSTRATING THE SPECIFIC LEAKAGE AREA IS LESS THAN OR EQUAL 5 ACH, IS REQUIRED PRIOR TO FINAL INSPECTION. USING A BLOWER DOOR AT PRESSURE OF.0.2 INCHES W.G. (50 PASCALS). VOLUME OF THE HOUSE TO BE CALCULATED AS 8.5 FEET X CONDITIONED FLOOR AREA FOR PURPOSES OF THIS TEST. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. BUILDING ENVELOPE MINIMUM VALUES : ALL WORK TO COMPLY WITH THE 2018 WSEC CODE SKYLIGHTS:MIN U-VALUE 0.50 (IF APPLICABLE) 5.4 EFFICIENT WATER HEATING: 1.5 CREDITS 3.4 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 1.5 CREDITS OPTION D: CREDITS PROPOSED TOTAL PROPOSED 3.5 CREDITS HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, WITH ELECTRIC WALL HEATERS IN BEDROOMS- SEE MECHANICAL NOTES ON THIS SHEET HOT WATER HEATER, HEAT PUMP TIER III OF NEAA, PROVIDE BRADFORD WHITE AEROTHERM RE2H65T10, 50 GAL, WITH 3.46 UEF , OR EQUAL FUEL NORMALIZATION 4: 0.5 CREDITS PROVIDE: HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, SEE MECHANICAL NOTES THIS SHEET, WITH ELECTRIC WALL HEATERS IN BEDROOMS 1.3 EFFICIENT BUILDING ENVELOPE: 0.5 CREDITS 3.4 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 1.5 CREDITS OPTION B: CREDITS PROPOSED TOTAL PROPOSED 3.0 CREDITS FUEL NORMALIZATION 4: 0.5 CREDITS 2.1 AIR INFILTRATION & VENTILATION 0.5 CREDITS FLOOR INSULATION : R38 FIBERGLASS (NO CHANGE TO MINIMUM ABOVE) VERTICAL GLAZING (WINDOW AND DOORS): U=0.28 PROVIDE: ENERGY NOTES 3.6 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 2.0 CREDITS OPTION A: CREDITS PROPOSED TOTAL PROPOSED 3.0 CREDITS HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, SEE MECHANICAL NOTES THIS SHEET NO ELECTRIC RESISTANCE IN BEDROOMS FUEL NORMALIZATION 2: 1.0 CREDITS PROVIDE: BUILDING TO ACHIEVE ACH OF MIN 3.0. SEE FRAMING CHECKLIST ON THIS SHEET FOR BEST MANAGEMENT PRACTICES FOR AIR LEAKAGE CONTROL EXHAUST FAN (SEE PLANS FOR LOCATION) EXHAUST TERMINUS - WALL MOUNT UNLESS OTHERWISE INDICATED (SEE PLANS FOR LOCATION) BATHROOM/LAUNDRY ROOMS: MIN. 50 CFM FAN KITCHEN HOOD: MAX 400 CFM FAN AND NORM OPERATING AT 220 CFM, HOODS PROVIDED THAT HAVE OPERATING ABOVE 400 CFM TO HAVE MECHANICAL FRESH AIR UP TO MAKE UP FOR EXHAUST AT A RATE EQUAL TO THE HOOD'S EXHAUST RATE AS REQUIRED IN M1503.4. VENTILATION: WHOLE HOUSE VENTILATION PROVIDED THROUGH BATHROOM FAN, SET TO TIMER FOR INTERMITTENT OPERATION. PROVIDE MIN 45 CFM PER TABLE 1507.3.3(1) AND 1507.3.3(2). FAN TO HAVE MINIMUM EFFICACY OF 2.8 CFM/WATT. USE PANASONIC WHISPERGREEN FV-05-11VKS2 OR EQUAL W/SONE RATING OF 0.3 WHOLE HOUSE FAN TO BE LABELED "WHOLE HOUSE VENTILATION" IF A SEPARATE WHOLE HOUSE VENTILATION FAN IS USED FOR ENERGY CREDITS THE BATHROOM FAN IS NOT REQUIRED TO BE ON A TIMER ALL EXHAUST FANS TO BE EXHAUSTED TO OUTSIDE. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. MECH NOTES UNDERCUT INTERIOR DOORS TO HABITABLE ROOMS, MINIMUM OF 1/2", TO ASSURE FREE FLOW OF FRESH AIR , GENERAL NOTES: MINIMUM OF 50% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL RECESSED LIGHTS TO HAVE IC RATING. ALL WORK TO COMPLY WITH THE 2018 WSEC CODE, 2018 IRC, INCLDUNG THE MECHANICAL AND ELECTRICAL SECTIONS, AND ANY REFERENCED CODES ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. ELECTRICAL PANEL TO BE LOCATED PER NEC REQUIREMENTS. GENERAL ELECTRICAL NOTES: MECHANICAL LAYOUT IS SUGGESTED AND IS UP TO THE CONTRACTOR TO DETERMINE BEST FIT VERIFY LOCATION OF EXHAUST VENTS PRIOR TO INSTALLATION. ALL DUCTWORK SHALL BE CONCEALED WITHIN THE WALL AND CEILING CONSTRUCTION UNLESS OTHERWISE SHOWN ON PLANS. HEATING: DUCTLESS MINI SPLIT, MIN HSPF OF 10.0, MITSUBISHI MUZ-GL12NA-U2 OR EQUAL ELECTRIC WALL HEATERS IN BEDROOMS, UNLESS INDICATED IN ENERGY CREDITS HEATING: PROVIDE FRESH AIR, THROUGH-WALL, SCREENED PORTS IN HABITABLE ROOMS WHOLE HOUSE VENTILATION AIR-TIGHT FRAMING PRACTICES TOTAL CREDITS NEEDED 3.0 CREDITS ENERGY CREDITS (2018 WSEC) HEATING: DUCTLESS MINI SPLIT MN 10 HSPF, SEE MECHANICAL NOTES THIS SHEET, WITH ELECTRIC WALL HEATERS IN BEDROOMS 1.3 EFFICIENT BUILDING ENVELOPE: 0.5 CREDITS 3.4 EFFICIENT HVAC:(DUCTLESS MINI-SPLIT) 1.5 CREDITS OPTION C: CREDITS PROPOSED TOTAL PROPOSED 3.0 CREDITS FUEL NORMALIZATION 4: 0.5 CREDITS 7.0 APPLIANCE PACKAGE: 0.5 CREDITS DISHWASHER, ENERGY STAR RATED, BOSC ASCENTA, MODEL #SHX3AR75UC, WHIRLPOOL MODEL #WDT730PAHZ OR EQ FLOOR INSULATION : R38 FIBERGLASS (NO CHANGE TO MINIMUM ABOVE) VERTICAL GLAZING (WINDOW AND DOORS): U=0.28 PROVIDE: PROVIDE HIGH EFFECIENCY WHOLE HOUSE FAN, MAXIMUM 0.35 WATTS/CFM, SIZED AS DESCRIBED IN VENTIALATIONS NOTES, THIS SHEET. USE PANASONIC WHISPERQIUET OR EQUAL. FAN TO BE LOCATED IN CEILING OF THE HIGHEST SPACE. FRAMING BEST PRACTICES TO BE FOLLOWED TO ACHIEVE AN ACH OF 3.0 AS REQUIRED FOR ENERGY CREDIT 2.1, IF USING OPTION B FOR ENERGY CREDITS. THESE BEST PRACTICES ARE INTENDED TO AUGMENT THE CODE REQUIREMENTS AS INDICATED ABOVE. PROVIDE AND INSTALL FOAM BACKER ROD OF PROPER SIZE AROUND ALL WINDOWS, DOORS AND OTHER SUCH GAPS. PROVIDE LOW EXPANSION FOAM ON TOP OF BACKER ROD. APPLY FOAM AT ALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING AND ELECTRICAL USE GASKET SILL SEALER AT UNDER BOTTOM OF PLATE AT WALL ASSEMBLIES BEARING ON FLOOR SHEATHING AND MUDSILLS ON CONCRETE STEMS WALLS FOR SLAB-ON GRADE CONSTRUCTION. PROVIDE CAULKING FOR ALL PENETRATIONS THROUGH DRYWALL IN GARAGE WITH INTUMESCENT FIRESTOP CAULKING FOR FIRE-RATING AS WELL AS SEALING. INSULATE ALL EXPOSED WATERLINES IN GARAGE INCLUDING HOSEBIBS, WATERLINES TO WATER HEATER, AND MAIN WATER SUPPLY. ALL GAPS AND CORNERS TO BE FULLY WRAPPED SO NO PIPING IS EXPOSED. PIPE INSULATION SHOULD HAVE NO JOINTS LARGER THAN 1/8" AND SHALL BE COVERED IN DUCT TAPE WHEN THEY OCCUR. ZIP TIES CAN BE SUBSTITUTED FOR DUCT TAPE. FOR SECURING INSULATION. CARRIAGE HOUSES, ADDITIONALLY: ALL CAULKING AND SEALING TO BE DONE IN ATTIC BEFORE BLOWN IN INSULATION, OR BATT INSULATION, IS INSTALLED. INSULATE ALL WATER PIPES IN CRAWL SPACES PER WSEC 2018 HEAT PUMP WATER HEATERS, UNLESS LOCATED IN AN ATTACHED GARAGE, SHOULD HAVE FRESH AIR INTAKE, INSTALL AS SPECIFIED PER MANUFACTURER AN AREA-WEIGHTED AVERAGE OF ALL WINDOWS AND GLAZED DOORS IS ALLOWED. CONTRACTOR TO PROVIDE CALCULATIONS ALONG WITH WINDOWS SPECS UP TO 15 SQ. FT OF WINDOW AREA IS EXEMPT FROM THE U-VALUE REQUIREMENT * FENESTRATION NOTES: ONE SIDE-HINGED OPAQUE DOOR ASSEMBLY UP TO 24 SQ. FT IN AREA IS EXEMPT FROM THE U-VALUE REQUIREMENT NOT APPLICABLE CAULKING BEAD TO BE APPLIED TO ALL INTERIOR JOINTS OF EXTERIOR WALL PLATE LINES AND INSIDE CORNERS LIMIT USE OF RECESSED LIGHTING. WHEN USED, CAULK ALL OPEN PENETRATIONS SO THERE IS AN AIR SEAL WITH NO GAPS AT THE UPPER CANS. VENTLESS CLOTHES DRYER WITH MIN CEF RATING OF 5.2. USE MIELE, MODEL TW1180, OR LG, MODEL DLEC888E OR EQUAL (STACKABLE WITH WASHER) HIGH-EFFICIENT APPLIANCES. PROVIDE DOCUMENTATION FOR THE FOLLOWING: NOTE ALL APPLIANCES TO BE INSTALLED PRIOR TO FINAL BUILDING PERMIT INSPECTION AND DOCUMENTATION AVAILABLE FOR INSPECTOR. REFRIGERATOR, ENERGY STAR RATED, SAMSUNG MODEL #RT18M6215SR OR EQUAL WASHING MACHINE, ENERGY STAR RATED. USE MIELE, MODEL WWF0G0WCS OR LG, MODEL LGWADREW13882 OR EQUAL (FRONT LOADING FOR STACKING) R402.2.4: ACCESS DOORS AND HATCHES FROM CONDITIONED SPACE TO UNCONDITIONED SPACE SHALL BE WEATHERSTRIPPED AND INSULATED TO THE LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. INSULATION AND MOISTURE PROTECTION: FRICTION FIT UN-FACED INSULATION. FACED INSULATION TO BE STAPLED TO FACE OF STUDS . INSULATION TO BE INSTALLED TO ITS FULL DEPTH WITHOUT ANY COMPRESSION. PROVIDE BAFFLES IN ROOF CAVITIES TO MAINTAIN A 1" AIRSPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION AND EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND SHOWERS/TUBS, WHERE INTERIOR PARTITIONS MEET EXTERIOR WALLS, AND AT BUILDING CORNERS. SEE DETAILS BELOW PROVIDE R-10 RIGID INSULATION AT WINDOW AND EXTERIOR DOOR HEADERS, ON EXTERIOR SIDE OF 4X HEADER, OR SANDWICH BETWEEN (2) 2X HEADERS. VAPOR-RETARDERS ARE REQUIRED ON INSIDE OF EXTERIOR WALLS, CLASS II, FACED BATTS OR EQUAL. DO NOT INSTALL VAPOR RETARDERS IN BELOW GRADE WALLS (CONDITIONED BASEMENT SPACES.) DO NOT USE 4 MIL POLY SHEETING FOR VAPOR BARRIER. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENING BETWEEN WALLS AND FOUNDATIONS, BETWEEN PENETRATIONS OF UTILITY SERVICES THROUGH EXTERIOR WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO LIMIT AIR-LEAKAGE. SEE CHECKLIST BELOW FOR SPECIFIC BEST MANAGEMENT PRACTICES IF 3.0 ACH IS PROPOSED FOR ENERGY CREDITS. APPROVED CORROSION-RESISTANT FLASHING TO BE USED AT IN THE EXTERIOR ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS, AND PROVIDE POSITIVE WATER FLOW AWAY FROM THE STRUCTURE. FLASHING TO BE INSTALLED AT ALL THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK-PROOF. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPING AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO THE WALL OR FLOOR ASSEMBLY OF WOOD-FRAMED CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS 7. BUILT IN GUTTERS RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED AND CERTIFIED TO HAVE NO MORE THAN 20 CFM AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITIY. THE LIGHTING FIXTURE SHALL BE TESTED AT 15 PASCALS AND HAVE LABEL ATTACHED, SHOWING COMPLIANCE WITH THIS TEST. RECESSED LIGHT FIXTURES TO BE INSTALLED WITH A GASKET OR CAULK BETWEEN THE FIXTURE AND CEILING TO PREVENT AIR LEAKAGE. PROVIDE OUTDOOR AIR FOR WATER HEATERS IF NEEDED, AS REQ BY MANUFACTURER HOT WATER HEATER, ELECTRIC 40 GALLONS, UNLESS INDICATED IN ENERGY CREDITS GENERAL PLUMBING NOTES: WATER HEATERS TO BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF HEATER PER UPC SECTION 510.5 WATER RESISTANCE BARRIER TO BE INSTALLED ON THE EXTERIOR OF THE WALL ASSEMBLY. MEMBRANE TO BE INSTALLED STARTING AT THE LOWEST PORTION OF THE WALL WITH NEW LAYERS OVERLAPPING PER MANUFACTURERS RECOMMNEDATIONS. SEAL ALL JOINTS - USE MATERIAL AS SPECIFIED BY MANUFACTURER. WRAP BARRIER INTO ALL WINDOW AND DOOR OPENINGS. TYP CORNER W/ INTERMEDIATE FRAMING FULLY INSULATE AT CORNER INTERMEDIATE FRAMING TYP itnerior wall W/ INTERMEDIATE FRAMING FULLY INSULATE BEHIND INTERIOR WALL STANDARD HDR W/ INTERMEDIATE FRAMING TOP OF WALL 4X HDR PER STRUCTURAL W/2" RIGID INSUL ON EXTERIOR 4X HDR W/ INTERMEDIATE FRAMING TOP OF WALL HEADER HEADER INSULATION INSTALLERS TO PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER, AND R-VALUE OF INSULATION USED IN EACH ELEMENT OF THE BUILDING ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS OR CELLULOSE) PROVIDE THE INSTALLED THICKNESS, SETTLED THICKNESS, AND SETTLED R-VALUE. HEADERS TO BE (2) 2X PER STRUCTURAL DRAWINGS WITH RIGID INSULATION BETWEEN OR 4X WITH RIGID INSULATION ON EXTERIOR SIDE OF HEADER. SEE DETAILS BELOW. EXTERIOR STUD WALLS TO HAVE STANDARD FRAMING 2X6 STUDS @ 16" O.C. WITH DOUBLE TOP PLATES. FRAME CORNERS AS SHOWN IN DETAIL BELOW AND INTERIOR PARTITION INTERSECTIONS TO ACHIEVE FULL INSULATION. PREMANUFACTURED TRUSSES TO HAVE MIN 13" ENERGY HEEL AS INDICATED ON PLANS. PROVIDE SOLID BLOCKING AT EXTERIOR WALL AS SHOWN W/ AIRSPACE FOR VENTING. R38 FIBERGLASS INSULATION FULL DEPTH OVER EXTERIOR WALL, TIGHT TO SOLID BLOCKING. SINGLE RAFTER ROOF CONSTRUCTION OR PARALLEL CHORD TRUSSES TO HAVE SOLID BLOCKING WITH AIRSPACE ABOVE, PER TYP DETAIL. R38 FIBERGLASS INSULATION, FULL DEPTH, TO BLOCKING AT EXTERIOR WALL. BUILDING ENVELOPE SINGLE JACK STUD W/ SINGLE KING STUD @ EA END DOUBLE TOP PLATES 2X6 PLATE FOR WNDW/DOOR ATTACHMENT FLOOR INSULATION TO BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE FLOOR DECKING. SINGLE JACK STUD W/ SINGLE KING STUD @ EA END DOUBLE TOP PLATES 2X6 PLATE @ TOP AND BOTTOM AS PER STRUCTURAL (2) 2X HDR PER STRUCTURAL W/2 1/2" RIGID INSUL BETWEEN 3 OF 5J3. HELENS (REVERSED)DATE: DRN: REV: 3/18/22jill sousaarchitect2815 N. Lawrence Tacoma, WA 98407 tele: 253.468.9662 jill@jillsousaarchtect.comJFSRENTON ADUsREGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET R49 1.02: ENERGY CREDITS (2018 WSEC) TOTAL CREDITS NEEDED 3.0 CREDITS R49R49 4 OF 5 FOUNDATION @ GARAGE SCALE 1 1/2"= 1-'0" 3 PER STRUCTURAL6" (VARIES)4" CONC SLAB ON CAMPACTED SAND PER STRUCUTRAL FOUNDATION DRAIN PERFORATED 4" OVC TIGHTLINE 4" PVC CONNECTED TO DOWNSPOUTS PER PLAN DAYLIGHT PER SITE PALN FOUNDATION @ GARAGE SCALE 1 1/2"= 1-'0" 4 PER STRUCTURAL(VARIES)4" CONC SLAB 6" MINSEE DETAIL 3 FOR NOTESSEE STRUCTURAL FOR REINFORCEMENT & DIMENSIONS FREE-DRAINING FILL 2X6 @ 16" O.C. STUD WALL SEE INTERMEDIATE FRAMING NOTES, SHEET 3 1/2" SHEATHING PER STRUCUTRAL, TYVEK OR OTHER APPROVED WRB 2X6 P.T. PLATE 8" MIN1% SLOPE 6" SIDING PER EXTERIOR ELEVATIONS MAINTAIN MIN 6" CLEARANCE TO GRADE ONE-HOUR RATING ALL EAVES WITHIN 2' TO 5 FEET OF AN INTERIOR LOT LINE TO HAVE ONE-HOUR RATING. ONE-HOUR WALLS REQUIRED FOR:WALLS THAT ARE CLOSER THAN 5' TO AN INTERIOR LOT LINE OR CLOSER THAN 5' FROM FIRE SEPARATION LINE BETWEEN BUILDINGS PROVIDE:EXTERIOR: 1/2" DENSSHIELD OR 5/8" TYPE X DRYWALL BEHIND SIDING APPLIED PARALLEL TO STUDS, WITH GALVANIZED ROOFING NAILS @4" O.C. AT VERTICAL JOINTS AND TOP AND BOTTOM PLATES AND 7" O.C. AT INTERIM STUDS. FACE LAYER OF 5/16" X 12" MAX FIBER-CEMENT PLANK SIDING HORIZONTALLY W/ 6D CORROSION-RESISTANCE NAILS TO EA STUD. INTERIOR: ONE LAYER 5/8" TYPE X GYP WALL BOARD APPLIED PARALLEL TO STUDS W/ 1 7/8" SMOOTH ROUND SHANK NAILS, 0.088" SHANK, 0.275" HEADS, 7" O.C. JOINTS IN PANELS STAGGERED 24" ON OPPOSITE SIDES OF LOAD-BEARING WALLS. ALSO, A FIRE SEPARATION LINE TO BE ESTABLISHED THAT IS 5 FEET FROM THE EXISTING EAVES OF ANY ADJACENT DWELLING ON THE PROPERTY. NEW EAVES THAT ARE WITHIN 2 FEET TO 5 FEET OF THAT FIRE SEPARATION LINE ALSO NEED TO HAVE A ONE-HOUR RATING. VENTING UNDER THE EAVES IS NOT ALLOWED IN A RATED EAVE. CLOSED SOFFITS TO HAVE 1-HOUR RATED DENSSHIELD OR ONE-HOUR RATED GYP. BD FIREBLOCKING FROM THE TOP OF TOP PLATE TO THE UNDERSIDE OF SHEATHING WILL MEET THE ONE-HOUR FIRE RATING REQUIREMENT NO GABLE ENDS VENTS ARE ALLOWED IF GABLE END WALL IS CLOSER THAN 5' FROM FIRE-SEPARATION LINE. OR PROVIDE: EAVES AND OTHER PROJECTIONS EXTERIOR WALLS: SEE SITE PLAN FOR LOCATION OF FIRE-RATED EAVES SEE SITE PLAN FOR LOCATION OF FIRE-RATED WALLS CANTILEVERED PORCH ROOF SCALE 1 1/2"= 1-'0"6 ROOF VENTING CALCS: 1/150 RULE: 3.84 SQUARE FEET OR 552 SQ IN MIN NFA VENT AREA REQUIRED: MAIN ROOF: VENTED ROOF AREA: 576 SQ FT PROVIDE: FOUNDATION VENTING: NO VENTING REQUIRED FOR SLAB ON GRADE CONSTRUCTION CRAWL SPACE ACCESS: NO ACCESS REQUIRED FOR SLAB ON GRADE CONSTRUCTION TOTAL NFA VENTING: 236 SQ IN 1/150 RULE: 0.32 SQUARE FEET OR 46 SQ IN MIN NFA VENT AREA REQUIRED: BEDROOM ROOF: VENTED ROOF AREA: 48 SQ FT PROVIDE: TOTAL NFA VENTING: 1,204 SQ IN 5 CONTINUOUS RIDGE VENTING: TOTAL 19 LIN FEET. 19 LIN FEET X 16 SQ. INCH PER FOOT = 304 SQ. IN 1/300 RULE: 1.9 SQUARE FEET 276 SQ. IN (UPPER ROOF VENTING TO BE 40% -50% OF TOTAL) COMPLIES WITH 1:150 RULE 1/300 RULE: 0.16 SQUARE FEET 23 SQ. IN (UPPER ROOF VENTING TO BE 40% -50% OF TOTAL) CONTINUOUS RIDGE VENTING: TOTAL 3.5 LIN FEET. 3.5 LIN FEET X 16 SQ. INCH PER FOOT = 56 SQ. IN COMPLIES WITH 1:150 RULE 2'-9 1/2"4'-8 1/2"2 6 2 6 TYP EAVE SCALE 1 1/2"= 1-'0"1 2'-6" O.H. 12 6 1'-3 1/2" HEEL5/4 X 8 CONT TRIM, ALIGN WI/PORCH BEAM 2x12 SLD BLKNG OR BLOCKING PANELS AT EXTERIOR WALLS PER TRUSS MANUFACTURER. PANELS TO PROVIDE 1" AIRSPACE AT TOP FOR FREE VENTING 1 alt ONE-HOUR EAVE DETAIL SCALE 1 1/2"= 1-'0" SEE DETAIL1, THIS SHEET, FOR NOTES AND TYPICAL DETAILS TRUSSES @ 24" O.C. MIN R38 AT BUILDING EDGES- R49 FIBERGLASS BATT IN ATTIC SPACES OPTIONAL 1/2" SHEATHING PER STRUCTURAL 15# FELT OR EQUAL- ROOFING PER EXT ELEVATION HEADER PER STRUCTURAL TYP (2) 2X8 WITH RIGID ISUL BETWEEN FRAME OPENING BELOW HEADER AS NEEDED 2X6 @ 16" O.C. STUD WALL SEE INTERMEDIATE FRAMING NOTES, SHEET 3 1/2" SHEATHING PER STRUCUTRAL, TYVEK OR OTHER APPROVED WRB R21 FIBERGLASS BATT 2" CONT SOFFIT VENT CONTINUOUS VENTING ON ROOF DECK INSTALL ABOVE FIREBLOCKING - PER MAUNFACTURER'S INSTRUCTIONS - SOLID FIRE-BLOCKING FROM TOP OF PLATE TO UNDERSIDE OF SHEATHING NO VENTING ALLOWED UNDER EAVES ONE-HOUR WALL (WHERE INDICATED): 1/2" TYPE X GYP BD OR DENSSHIELD BETWEEN SHEATHING & SIDING AND ONE LAYER 5/8" TYPE X GYP BOARD ON INSIDE - SEE ONE-HOUR RATING NOTES 2 6 2 6 12 5 13" HEEL5/4 X 6 TOP CASING SOFFIT VENTING TO BE 2" CONTINUOUS ALUMINUM SOFFIT VENT= 9 SQ. IN/LIN FT PROVIDE 100 LIN FT X 9 = 900 SQ. IN SOFFIT VENTING TO BE 2" CONTINUOUS ALUMINUM SOFFIT VENT= 9 SQ. IN/LIN FT PROVIDE 20 LIN FT X 9 = 180 SQ. IN 5:12 OPTIONAL PITCH (HEEL TO BE 1' 1 1/2") 12 6 5:12 OPTIONAL PITCH 5'-6"2 1/2"2 1/2"6X6 3X6 6X6 1'-6" BLOCKING PANELS PER TRUSS MANUFACTUER 2" CONT VENT 2 SCALE 1 1/2"= 1-'0" BEVELED SILL 2X4 W/ 10 DEGREE TOP OR PREFAB SILL OF SIMILAR DIM TYP WNDW HDR/SILL 5/4 X 4 APRON 5/4 X 4 MIN TOP CASING OR PER ELEVATIONS FLASHING CANTILIVER FLOOR SCALE 1 1/2"= 1-'0" 5/8" TYPE X GYP BD AT CEILING 1/2" TYPE X GYP BD AT WALLS 2' CANTILEVER 1/2" PLY OR HARDI PANEL SOFFIT 5/4X 8 CONT TRIM FLASH 5/4 X 5/14 R38 FIBERGLASS BATT INSUL SIDING PER ELEVATIONSBLKG HARDISOFFIT OR T&G CEILING DECORATIVE BRACKET (2) AT LANDING J3. HELENS (REVERSED)DATE: DRN: REV: 318/22jill sousaarchitect2815 N. Lawrence Tacoma, WA 98407 tele: 253.468.9662 jill@jillsousaarchtect.comJFSRENTON ADUsREGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET TRUSS @ 24" O.C. MIN R49 AT BUILDING EDGES. 1/2" SHEATHING PER STRUCTURAL 15# FELT OR EQUAL - ROOFING PER EXT ELEVATION 5 OF 5 4X8 BEAM- HANG FROM BEAM W/ HUC48 LANDING/STAIR FRAMIMG SCALE 1 1/2"= 1-'0"2X CUT STRINGERRIM JOIST4X P.T. CARRIAGEHANG CARRIAGE FROM BEAM HUC48 3 5 2 5 1 5 4X8 BEAMHANG FROM POST W/HUC482X CUT STRINGER2X P.T. CARRIAGE4X4 POST CONT FOOTING TO TOP OF WALL AT LANDING BLKNG DTTZ2Z 9 4'-0" NTS 3 1/2"3'-0" TO 3'-4" TREADS NTS 1 1/2" 2X2 PICKETS 5" O.C. MOUNT SIDE OF STRINGER W/(2) 1/4" DIA X 3" LONG SIMPSON SDS SCREWS SEE DETAIL 8 FOR RAILING OPTIONS NEW 2X4 STUD WALL SIDING BOTH SIDES LANDING @ WALL SCALE 1 1/2"= 1-'0" LANDING AT EDGE SCALE 1 1/2"= 1-'0"2 4'-0" 2X8 P.T. 16" O.C. SLD BLK BETWEEN JOISTS DTT2Z BEAM TO BLKG 4"3'-4"1 5/4 X 10 FLASH OVER LEDGER DECKING PER OWNER 2X8 TOP OPTIONAL METAL CAP 4X4 POST @ CORNERS 4X4 POST @ CORNERS - EXTEND UP FOR LANDING WALL TOP OF STAIRS @ LANDING SCALE 1 1/2"= 1-'0"3 4 3"8 7 1/2"2X12 P.T. CUT STRINGER ALONG SIDE 4X12 CARRIAGE STAIRS @ LANDING SCALE 1 1/2"= 1-'0"4 2X4 P.T.BLKNG BTWEEN CARRIAGES A35 ANGLE7 1/2"2x2 PICKETS- ATTACH TO SIDE OF CARRIAGE @ 5" O.C. 2X4 - SCREW TO EACH PICKET 2X4 TOP RAIL GARAGE NEW 2X4 STUD WALL SIDING BOTH SIDES STAIR @ WALL SCALE 1 1/2"= 1-'0" STAIR at outside /railing detail SCALE 1 1/2"= 1-'0"87 DECKING PER OWNER 2X8 TOP GARAGE 2 12 2X6 TOP RAIL W/ 1X4 BELOW NEW 2X4 STUD WALL SIDING BOTH SIDES ALT STAIR RAILING SCALE 1 1/2"= 1-'0"8 4 12 2X2 BALLUSTERS ATTACH TO STRINGER W/(2) 1/4" DIA X 3" LONG SIMPSON SDS SCREWS OPTIONAL FASCIA MOUNT OR DECK MOUNT ALUMINUM RAILING SYSTEM - PER MANUFACTUERS INSTALLATION INSTRUCTIONS 2X6 TOP RAIL 2X4 HORZ - ATTACH W/ (2) 1/4" DIA X 3" LONG SIMPSON SDS SCREWS ATTACH STRINGER TO AND STRINGER SUPPORT W/ 5/8" THRU BOLTS @ 12" O.C. 4 82"MIN2" MIN4 1234" ABOVE NOSING4" MAX3'-0" MIN/3'-4" MAX 1 1/2" DIA HANDRAIL 34" ABOVE NOSING- RETURN TO WALL AT ENDS 2X CUT STRINGERW/LUS HANGER7 5 8 5 CABLES OR 3/8" STL PIPES AT 4" O.C. 4X4 POST- ATTACH TO STRINGER W/(3) 1/4" DIA X 5" LONG SIMPSON SDS SCREWS OPTIONAL FASCIA MOUNT OR DECK MOUNT ALUMINUM RAILING SYSTEM - PER MANUFACTUERS INSTALLATION INSTRUCTIONS1"12" 4X4 POST- CONT TO TOP OF WALL 4X4 POST FOR LOW WALL AT LANDING (2) 2X8 JOISTS 2X8 JOIST 16" OC. TYP 12" CANT CUT STRINGER IN CENTER 4 8 CANTILIVER JOISTS HUC48 HANGER CARRAIGE TO BEAM HANG BEAMS FROM POST LANDING WALL ABOVE HANG BEAMS FROM POST J3. HELENS (REVERSED)DATE: DRN: REV: 3/18/22jill sousaarchitect2815 N. Lawrence Tacoma, WA 98407 tele: 253.468.9662 jill@jillsousaarchtect.comJFSRENTON ADUsREGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PROVIDE METAL BAR BETWEEN STRINGERS TO REDUCE OPENING SIZE ( < 4" ) R 312.1.3 PROVIDE METAL BAR BETWEEN STRINGERS TO REDUCE OPENING SIZE ( < 4" ) R 312.1.3 GENERALDRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWNON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THECONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY ASSHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUTARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHERCONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS ANDCONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TOCONSTRUCTION.DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS,OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THEENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUALSTRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS NOTED IN THEDRAWINGS SHALL BE FOLLOWED. DO NOT SCALE DRAWINGS.SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS.ARCHITECTURAL: REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON-BEARING WALLS, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.CONTRACTOR-INITIATED CHANGES: SHALL BE SUBMITTED IN WRITING TO THE BUILDING OFFICIAL FOR APPROVAL ATLEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGSOR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM.CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TOPERFORM WORK.CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS,EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVEDUNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALSHAVE ACHIEVED DESIGN STRENGTH.CODESBUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THEDRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 EDITION,AS AMENDED BY THESTATE OF WASHINGTON.STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED INTHE 2018 IRC EDITION IN EFFECT ON THE BID DATE, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BYTHE GOVERNING CODE.DESIGN CRITERIAFLOOR DESIGN DATA:IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING LOADS ARE USED FOR DESIGN:40BALCONIES (EXTERIOR) AND DECKS (WAC 51-51)60SNOW DESIGN DATA:GROUND SNOW LOADPg = 20 PSF (ASCE 7 FIGURE 7-1)FLAT-ROOF SNOW LOADPf = 25 PSF MIN UNIFORM SNOWLOAD IN ACCORDANCE WITH SEAW WHITE PAPER 8-2010WIND DESIGN DATA:BASIC WIND SPEEDV = 110 MPH, ULTIMATE 3 SECOND GUST IRC FIGURE R301.2(5)AEXPOSURE CATEGORYB WITH TOPOGRAPHIC WIND EFFECT (EFFECTIVE VULT = 132 MPH)C WITH NO TOPOGRAPHIC WIND EFFECT (EFFECTIVE VULT = 110 MPH)PER IRC TABLE R301.2.1.5.1EARTHQUAKE DESIGN DATA:SEISMIC-FORCE-RESISTING SYSTEM:ANALYTICAL PROCEDURE:IRC BRACED WALL PROVISIONSSEISMIC DESIGN CATEGORYD2 (IRC SECTION R301.2.2.1)RESPONSE MODIFICATION COEFFICIENTR = 6.5 (ASCE 7 TABLE 12.2-1)SYSTEM OVERSTRENGTH FACTORΩ0 = 3 (ASCE 7 TABLE 12.2-1)DEFLECTION AMPLIFICATION FACTORCd = 4 (ASCE 7 TABLE 12.2-1)GEOTECHNICALALLOWABLE SOIL PRESSURE, LATERAL EARTH PRESSURE, AND SOIL PROFILE TYPE ARE ASSUMED ANDTHEREFORE MUST BE VERIFIED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER OR INSPECTOR. IF SOILS AREFOUND TO BE OTHER THAN ASSUMED OR FOUND TO BE EXPANSIVE, NOTIFY THE CONTRACTING OFFICER FORPOSSIBLE FOUNDATION REDESIGN.FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL ATLEAST 18" BELOW LOWEST ADJACENT EXTERIOR FINISHED GRADE. FOOTING DEPTHS AND ELEVATIONS SHOWN ONDRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; CONTRACTOR SHALL ESTABLISH ACTUAL ELEVATIONS INFIELD. BACKFILL BEHIND ALL WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACEDRAINAGE IN AN APPROVED MANNER.SOIL PROFILE TYPESITE CLASS "D"ALLOWABLE VERTICAL DESIGN PRESSURE1500 PSFSUBMITTALSSHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION ORCONSTRUCTION OF THESE ITEMS:CONNECTOR PLATE WOOD TRUSSESGLUED-LAMINATED MEMBERSEMBEDDED ITEMS IN CONCRETECONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARECONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLMATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUMOF 10 WORKING DAYS FOR REVIEW.SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOPDRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTORUNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED ANDINSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS,DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS AREDISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THEDESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.DEFERRED SUBMITTALS: DRAWINGS AND CALCULATIONS FOR BIDDER-DESIGNED COMPONENTS, SEALED BY THEWASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BESUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.DEFERRED SUBMITTALS INCLUDE:PRE-FABRICATED WOOD TRUSSESSUBMITTALS OF BIDDER-DESIGNED COMPONENTS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OFALL FORCES TRANSFERRED TO THE STRUCTURE. CALCULATIONS SUBMITTED FOR BIDDER-DESIGNEDCOMPONENTS ARE FOR INFORMATION ONLY AND WILL NOT BE REVIEWED.CONCRETE:REFERENCE STANDARDS: CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS,EXCEPT AS MODIFIED BELOW:ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE"ACI 318"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"ACI 304"GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE"ACI 311"GUIDE FOR CONCRETE INSPECTION"ACI SP-15 *"FIELD REFERENCE MANUAL"* A COPY SHALL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES.MATERIALS:CEMENTASTM C150, C595* AGGREGATESASTM C33ADMIXTURESASTM C260, C494, C1017* * FLY ASHASTM C618, CLASS F OR CCONCRETE MIXES SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUTSEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FORREVIEW BY ENGINEER PRIOR TO USE. COMPLY WITH IRC SECTION 402.2. MIXES SHALL MEET OR EXCEED THEFOLLOWING CRITERIA:TYPE OF CONSTRUCTIONCONCRETE3,000 PSICONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTEDTO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE ANDSHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATERAND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATINGSTRENGTH DATA IN ACCORDANCE WITH ACI 318, CHAPTER 26. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OFRECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS.CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.ADMIXTURES: ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE A WATER-REDUCING ADMIXTURECOMPLYING WITH ASTM C494 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUMCHLORIDE OR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED.ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AIR-ENTRAINING AGENT COMPLYING WITHASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.3.1. TESTSFOR AIR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE TRUCK'S PLACING HOSE IN ACCORDANCEWITH ASTM C173.WATER/CEMENT RATIO SHALL BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL,INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ASH AND SILICA FUME.MAXIMUM AGGREGATE SIZE SHALL BE 1 1/2", BUT NOT MORE THAN 3/4 TIMES THE CLEAR DISTANCE BETWEENREINFORCING BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUMAGGREGATE SIZE FOR SLABS ON GRADE SHALL BE 1/3 TIMES THE SLAB THICKNESS.SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY CONTRACTOR AND SUPPLIER, ANDINCLUDED IN MIX DESIGN SUBMITTALS. FIELD MEASURED SLUMP SHALL CONFORM TO SUBMITTED CONCRETE MIXDESIGN. SLUMP SHALL CONFORM TO ASTM C94.EMBEDDED ITEMS: CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE WITHOUTAPPROVAL. ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDEDITEM PLANS TO THE ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO PLACING CONCRETE.BONDING AGENT SHALL BE EPOXY RESIN BASED CONFORMING TO ASTM C881, TYPE V, GRADE 2. USE WHERE NEWCONCRETE IS PLACED AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. PLACE IN STRICT ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES.NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI AT 28 DAYS, BUT NOT LESSTHAN THE MATERIAL ON WHICH IT IS PLACED UPON.CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED IN ACCORDANCE WITH TYPICAL CONSTRUCTION JOINT DETAILSSHOWN ON DRAWINGS OR, AT CONTRACTOR'S OPTION, SHALL BE AN INTENTIONALLY ROUGHENEDCONSTRUCTION JOINT DEFINED BY THE FOLLOWING:1.SURFACE OF JOINT SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSEAGGREGATEEMBEDDED IN PREVIOUS POUR.2.EXPOSED AGGREGATE SHALL PROTRUDE 1/4" MINIMUM.3.JOINT SURFACE SHALL BE CLEANED AND LAITANCE REMOVED.4.JOINT SHALL BE WETTED AND STANDING WATER REMOVED IMMEDIATELY BEFORE NEW CONCRETE IS PLACED.5.SUBMIT CONSTRUCTION JOINT LAYOUT PLAN TO THE ARCHITECT FOR REVIEW BY ENGINEER PRIOR TOPLACING CONCRETE.GENERAL STRUCTURAL NOTESTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OFINSPECTION, FOR THE INSPECTOR’S USE AND REFERENCE. SEE IRC SECTIONS R106.1.1 AND R106.1.2.RESIDENTIAL PRIVATE ROOMS AND CORRIDORSUNIFORM LIVELOAD (PSF)BEARING WALL SYSTEM (N-S)BEARING WALL SYSTEM (E-W)*AGGREGATES THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33 APPENDIX XI SHALL NOT BE USED. THE 'SAND EQUIVALENT' FOR FINE AGGREGATE SHALL NOT BE LESS THAN 75.* *MAXIMUM LOSS ON IGNITION SHALL BE 1%.SPECIFIED COMPRESSIVESTRENGTH (f 'c)AT 28 DAYS, UNOA123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS1MODEL J3 REVERSEDSTRUCTURAL NOTES CONCRETE REINFORCEMENTREFERENCE STANDARDS: CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OFTHEFOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW:ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE"ACI SP-66"ACI DETAILING MANUAL"ACI 318"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"CRSI"PLACING REINFORCING BARS"CRSI"MANUAL OF STANDARD PRACTICE" MSP-1WRI"WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE"MATERIALS:DEFORMED BARSASTM A615, GRADE 60 (#3 AND #4 BAR MAY BE GRADE 40)SMOOTH WELDED WIREBAR SUPPORTSCONFORM TO CHAPTER 3, CRSI MSP-11.ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORETHAN18 KSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3 KSI).2.PER ACI 318-14, SECTION 20.2.2.5 THE MINIMUM ELONGATION IN 8 INCHES SHALL BE AT LEAST 14 PERCENT FORBAR SIZES NO. 3 THROUGH NO. 6, AT LEAST 12 PERCENT FOR BAR SIZES NO. 7 THROUGH NO. 11, AND AT LEAST10 PERCENT FOR BAR SIZES NO. 14 AND NO. 18.3.IF MILL TEST REPORTS ARE NOT AVAILABLE, REINFORCEMENT SHALL BE TESTED PER THE SPECIFICATIONS ATTHE CONTRACTOR'S EXPENSE.REINFORCEMENT SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WITH CRSI MSP-1. REINFORCEMENT SHALLBE DETAILED IN ACCORDANCE WITH ACI SP-66. NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BEPERMITTED AFTER PARTIAL EMBEDMENT IN CONCRETE.REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND ACI318. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM UNLESSOTHERWISE NOTED. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCEWITH ACI 318, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ONTHE DRAWINGS OR APPROVED BY THE ENGINEER.TYPE 1 MECHANICAL SPLICES OF REINFORCING BARS SHALL BE MADE WITH THE FOLLOWING SYSTEMS AND SHALLDEVELOP A MINIMUM OF 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS:LENTON STANDARD, LENTON LOCK, LENTON FORMSAVER, DAYTON SUPERIOR BAR LOCK L-SERIES, DAYTONSUPERIOR DBDI MECHANICAL SPLICE SYSTEM.TYPE 1 MECHANICAL SPLICES AND WELDED SPLICES ARE NOT PERMITTED IN CONCRETE SHEAR WALLS, MOMENTFRAMES, AND STRUT MEMBERS.TYPE 2 MECHANICAL SPLICES SHALL MEET THE REQUIREMENTS LISTED ABOVE FOR TYPE 1 SPLICES AND SHALLALSO BE CAPABLE OF DEVELOPING THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS.TYPE 2 MECHANICAL SPLICES ARE PERMITTED AT ANY LOCATION WITH PRIOR APPROVAL FROM THE ENGINEER.MECHANICAL SPLICES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE ICC OR IAPMOEVALUATION REPORTS.CONCRETE COVER: UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE:SLABS ON GRADE2" BOTTOMINTERIOR WALL FACES3/4" (#11 AND SMALLER), 1 1/2" (#14 AND #18)EXPOSED FORMED WALL FACES1 1/2" (#5 AND SMALLER), 2" (#6 AND LARGER)FOOTINGS3" (EXCEPT 2" TOP AND FORMED SIDES)FIBROUS REINFORCEMENT: SHALL BE POLYPROPYLENE FIBROUS REINFORCEMENT SUCH AS "FIBERMESH","GRACE FIBERS", OR APPROVED EQUAL. FIBROUS REINFORCEMENT SHALL NOT BE USED AS A SUBSTITUTE FOROTHER TYPES OF REINFORCEMENT WITHOUT APPROVAL BY THE ARCHITECT AND ENGINEER. FIBROUSREINFORCEMENT IS NOT AN ACCEPTABLE SUBSTITUTE FOR WELDED WIRE REINFORCEMENT IN COMPOSITE SLABSON METAL DECK. SUBMIT PROPOSED PRODUCT DATA AND SPECIFICATIONS TO ARCHITECT FOR REVIEW BYENGINEER. ADD FIBERS TO CONCRETE MIX AND FINISH IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.COMPLY WITH ASTM C1116, TYPE III, PERFORMANCE LEVEL 1. MINIMUM APPLICATION RATE SHALL BE 1.5 LB/CY.CRACKING ALLOWANCE: CONTRACTOR SHALL INCLUDE ALLOWANCE FOR FILLING CRACKS IN SLABS.CONTRACTOR SHALL REIMBURSE OWNER FOR UNUSED PORTION AT END OF WARRANTY PERIOD. ENGINEERSHALL DETERMINE CRACKS TO BE FILLED. CONTRACTOR SHALL USE "SIKAPRONTO 19" BY SIKA CORP, ORAPPROVED EQUAL. THE FOLLOWING DOLLAR AMOUNTS SHALL BE INCLUDED:CONCRETE ANCHORAGEEXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURER'SINSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE AS NOTEDBELOW, UNLESS NOTED OTHERWISE.HILTI KWIK BOLT TZ (ESR-1917)3/8" EXPANSION BOLTS2 5/16"1/2" EXPANSION BOLTS3 5/8"5/8" EXPANSION BOLTS4 7/16"3/4" EXPANSION BOLTS5 9/16"SIMPSON STRONG-BOLT 2 (ESR 3037)3/8" EXPANSION BOLTS2 7/8"1/2" EXPANSION BOLTS3 7/8"5/8" EXPANSION BOLTS5 1/8"3/4" EXPANSION BOLTS5 3/4"3/8" ROD OR #3 BAR4"1/2" ROD OR #4 BAR5"5/8" ROD OR #5 BAR7"3/4" ROD OR #6 BAR9"7/8" ROD OR #7 BAR12"1" ROD OR #8 BAR15"HEAVY DUTY SCREW ANCHORS INTO CONCRETE SHALL BE SIMPSON TITEN HD (ESR-2713), DEWALT SCREW-BOLT+(ESR-3889) OR HILTI KWIK HUS EZ (ESR-3027).POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS ORREINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER.PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IAPMO OR ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.NO REINFORCING BARS SHALL BE CUT TO PLACE POST-INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLESSHALL BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY.WOODREFERENCE STANDARDS: WOOD SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS:AITC TCM"TIMBER CONSTRUCTION MANUAL"ANSI/AWC NDS"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"ANSI/AWC SDPWS" SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC"AWC WCD No. 4"WOOD CONSTRUCTION DATA - PLANK AND BEAM FRAMING FOR RESIDENTIAL BUILDINGS"AWC WFCM"WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS"ANSI/AITC A190.1"STRUCTURAL GLUED LAMINATED TIMBER"AITC A117"STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES"AWPA C1"ALL TIMBER PRODUCTS-PRESERVATIVE TREATMENT BY PRESSURE PROCESS"TPI 1"NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION"FLOOR AND ROOF FRAMING: INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVERMORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. INSTALL SOLIDBLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTSTO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAILALL MULTI-JOIST BEAMS TOGETHER WITH 16d @ 12" OC STAGGERED.ROOF, FLOOR & WALL SHEATHING SHALL BE APA RATED, STRUCTURAL I PLYWOOD OR ORIENTED STRAND BOARD(OSB) IN CONFORMANCE WITH IRC SECTION R602.1.8. SHEATHING SHALL BE MANUFACTURED UNDERTHE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS PS 1-09, PS 2-10, OR APA PRP-108 PERFORMANCE STANDARDSAND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILINGREQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APASPECIFICATION AFG-01.ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED ASSHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES ATUNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGESAND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" OC. AT BLOCKEDFLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITHEDGE NAILING SPECIFIED.ALL PRESSURE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS SHALL BE PRESSURE-TREATEDTREATMENT) STANDARDS. WITH COPPER AZOLE CA-B (HEM-FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C FOR DOUGLAS-FIR,OR ACQ-D FOR HEM-FIR) PRESERVATIVES UNLESS OTHERWISE NOTED. AMMONIACAL COPPER ZINC ARSENATE (ACZA)PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE GENERALSTRUCTURAL NOTES BELOW FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITHPRESSURE-TREATED MEMBERS. INSTALL (2) LAYERS OF ASPHALT-IMPREGNATED BUILDING PAPER BETWEENUNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY.SAWN LUMBER: SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING ORINSPECTION AGENCY APPROVED BY AN ACCREDITATION BODY COMPLYING WITH US DEPARTMENT OF COMMERCEPS20. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITHW.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. SAWN LUMBER SPECIES AND GRADESSHALL BE AS FOLLOWS:JOISTS: (2x MEMBERS)HEM FIR NO. 2Fb = 850 PSI, Fv = 150 PSI, E = 1,300 KSI (3x AND 4x MEMBERS)HEM FIR NO. 1Fb = 975 PSI, Fv = 150 PSI, E = 1,500 KSIBEAMS AND STRINGERS:DOUGLAS FIR NO. 1(INCLUDING 6x AND LARGER MEMBERS)Fb = 1,350 PSI, Fv = 170 PSI, E = 1,600 KSIPOSTS: (4x MEMBERS) (6x AND LARGER MEMBERS)DOUGLAS FIR NO. 1Fc = 1,000 PSI, E = 1,600 KSISTUDS, PLATES, LEDGERS &HEM FIR NO. 2MISCELLANEOUS LIGHT FRAMING:Fb = 850 PSI, E = 1,300 KSI, Fc = 1,300 PSI, Ft = 525 PSIGENERAL STRUCTURAL NOTESPRESERVATIVE TREATED WOOD IN ACCORDANCE WITH AWPA U1 (SHOP OR PLANT TREATMENT) AND M4 (FIELDASTM A185, Fy = 56KSI (W1.2 AND SMALLER)(65 KSI FOR W1.4 AND LARGER)EPOXY-GROUTED RODS OR REBAR TO CONCRETE SHALL BE GROUTED WITH ONE OF THE FOLLOWING:HILTI HIT-RE 500-V3 (ESR 3814), HILTI HIT-HY200 (ESR-3187), SIMPSON SET-XP (ESR 2508), ORDEWALT PURE110+ (ESR-3298). INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO ORICC-ES REPORTS. EMBEDMENT DEPTHS SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE.ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IRC. MINIMUMNAILING SHALL CONFORM TO IRC TABLE R602.3(1) OR CURRENT ICC-ES REPORT ESR-1539, UNLESS OTHERWISENOTED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURALDRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ONWOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO NDS SECTION 12.1.4, AND INSTALLATION OF BOLTSSHALL CONFORM TO NDS SECTION 12.1.3.ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT12" OC STAGGERED OR BOLTED TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 6'-0" OC (EMBED 7"), UNLESSOTHERWISE NOTED. 3" x 3" x 0.229" PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS PER IRCSECTIONS R403.1.6.1 AND R602.11.1. BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION WITH NO BOLTS LOCATED NOT MORE THAN 12INCHES OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. IRC SECTION R403.1.6.INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 12" OC STAGGERED.SIMPLE SPAN BEAMS:DOUGLAS FIR 24F-V4Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSIDOUGLAS FIR 24F-V8Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSICONTINUOUS ORCANTILEVER BEAMS:GLUED LAMINATED MEMBERS (GLULAMS) SHALL BE MANUFACTURED IN CONFORMANCE WITH ANSI/APA A 190.0 ANDANSI A 190.1 AND ASTM D3737. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND BEACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE: FIELD-DRILLED HOLES, CUTS, AND MINOR DAMAGE AREASSHALL BE FIELD TREATED PER APWA M4, WITH AN ENGINEER APPROVED TREATMENT PRODUCT. ENDS THAT HAVE BEENFIELD CUT AFTER TREATMENT SHALL BE SCATTER NAILED WITH 3-INCH COPPER NAILS AT 2-INCHES ON-CENTER EACHWAY IN ADDITION TO TREATMENT. GLULAMS SHALL BE INDUSTRIAL GRADE WHERE NOT EXPOSED TO VIEW ANDARCHITECTURAL GRADE WHERE EXPOSED TO VIEW. GLULAMS SHALL HAVE THE STRENGTH GRADES AS NOTED BELOW:HEM FIR NO. 1Fc = 1,350 PSI, E = 1,500 KSIWALL FRAMING: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS AND THE ENDS UNDER GIRDERTRUSSES, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TOSUPPORTS BELOW.A123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS2MODEL J3 REVERSEDGENERAL STRUCTURALNOTES STRUCTURAL ABBREVIATIONSPLYWOODPLWDAPAAMERICAN PLYWOOD ASSOCIATIONBLKGBLOCKINGPENNYWEIGHT (NAILS)dBCDSBOFCADRAG STRUTCONCRETE (EXPANSION) ANCHORBOTTOM CHORDEPOXY (ADHESIVE) ANCHORBOTTOM OF FOOTINGPANLGGRDHDRPOWDER ACTUATEDGIRDERNAILINGHEADERTOWTCSHTHGTOP OF WALLSHEATHINGTOP CHORDTWSTHREADED WELDED STUDTHREADED RODTRSJISTEEL JOIST INSTITUTEPOUNDS PER CUBIC FOOTPCFMILES PER HOURMPHIJISOLATION JOINTHIGH STRENGTH BOLTHSBDEEPDPDEMOLISH, DEMOLITIONDEMODIVIDER BEAM, DROPPED BEAMDBAMERICAN SOCIETY OFASCEAMERICAN IRON ANDAISIELEVELEVATORJOISTJOINTJSTKJTPOUNDLEVELKSILB, #LEVLLLLLHLONGITLOCLLVLFKSFKIP (1,000 LB)KIPS PER SQUARE FOOTKIPS PER SQUARE INCHLENGTH, ANGLELINEAL FOOTLIVE LOADLONG LEG HORIZONTALLONG LEG VERTICALLONGITUDINALLOCATION, LOCATEMATERIALMINIMUMMAXIMUMLSHMATLMBMECHMINMISCMFRMAXNOMINALNUMBERNFNO, #NOMNICNSNTSODOCN-SMTLMETALMECHANICALMANUFACTURERMISCELLANEOUSNEAR FACENOT IN CONTRACTNORTH-SOUTHNEAR SIDENOT TO SCALEON CENTEROUTSIDE DIAMETERMACHINE BOLTLONG SLOTTED HOLEOPENINGOPPOSITEPANELPLACESOPPOPNGPCCOSHPERPPLPNLPLCSPENRADIUSPSPSIPSFPTPVCRDR, RADP.T.PREFABPP, PJPPRECAST CONCRETEPENETRATIONPERPENDICULARPLATE, PROPERTY LINEPARTIAL JOINT PENETRATIONPREFABRICATEDPRESTRESSED CONCRETEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOINT, PRESSURE TREATEDPOLYVINYL CHLORIDEROOF DRAINPOST-TENSIONEDOVERSIZED HOLEOUTSIDE FACEOFLOW POINTLPT&ABACI@ANDATANCHOR BOLTADJANCHALTAISCARAWSASTMARCHAPPROXANCHOR RODAPPROXIMATEANCHORALTERNATEADDITIONALADDLAMERICAN WELDING SOCIETYAMERICAN SOCIETY FORARCHITECT, ARCHITECTURALAMERICAN INSTITUTE OFADJACENT, ADJUSTABLEAMERICAN CONCRETE INSTITUTEBALB/BLDGBFBOTBRGBTWNBUBMBALANCEBETWEENBEARINGBOTTOMBEAMBUILDINGBUILT-UPBRACED FRAME, BOTTOM FLANGEBOTTOM OFCCANTILCCCAPCIPCJCLRCLCGCAPACITYCLEARCENTERLINECAST-IN-PLACECANTILEVERCONTROL JOINT,CENTER OF GRAVITYCENTER-TO-CENTERCAMBER, CHANNELCOLCONCCONTCONNCONSTCU YDCTRCOORDCONTRCUBIC YARDCENTER, CENTEREDCOORDINATECONTRACTORCONSTRUCTIONCONNECTIONCONCRETECOLUMNDBADBLDETDEG,DIAGDIADIMDICADIAPHDIMENSIONDIAPHRAGMDIAGONALDIAMETERDETAILDEGREEDOUBLEDEFORMED BAR ANCHORCONTINUE, CONTINUOUSDRILLED-IN CONCRETE ANCHORCONCRETE MASONRY UNITCMUREQUIREDRETURNSCHEDULESECTIONSHEETSIMILARREQDREINFRTNSCHEDSIMSHTSECTSQUARESTIFFENERSTIRRUPSTEELSUPPORTSPECSPCSSTSTDSSHSQSTLSTIRSTIFSYMMSPRTSTRUCTSOGSLAB ON GRADESPACE, SPACED, SPACINGSPECIFICATIONSTAINLESS STEELSHORT SLOTTED HOLESTANDARDSTRUCTURALSYMMETRICAL, SYMMETRYREINFORCINGTOP OFTHROUGHSWT&BT/THKTHRUTOFTOSTOCTEMPTYPICALWIDTH, WIDE FLANGEWITHWOODVERTICALTYPUNOUBCWWDWHSW/VERTTRANSTHICK, THICKNESSTRANSVERSEUNIFORM BUILDING CODEUNLESS NOTED OTHERWISEWELDED HEADED STUDTOP OF CONCRETETOP OF STEELTOP OF FOOTINGTOP AND BOTTOMTEMPERATURESHEAR WALLWEIGHTWTWPWWFWORK POINTWELDED WIRE FABRICW/OWITHOUTDODNDWLDWGEAEEEJELEF(E), EXISTELEVATIONEACH FACEEACH ENDEACHEXISTINGDOWELDRAWINGDITTODOWNENGRETCESEQUIPEQEMBEDEXPEWE-WFDEXTET CETERAFLOOR DRAINEAST-WESTEACH WAYEXPANSIONEXTERIOREMBEDMENTENGINEEREQUIPMENTEACH SIDEELECTRICALELECEXPANSION JOINTEARTHQUAKE, EQUALFFFEMAFDNFINFLGFLRFSFT, 'FTGGALVGAFAR SIDEGALVANIZEDFEETFOOTINGGAGE, GAUGEFOUNDATIONFAR FACE, FINISH FLOORFINISHFLOORFLANGEGENGB, GR BMGRNDHGRHPTHKHORIZHIGH POINTHANGERHOOKHORIZONTALGROUNDGRADE BEAMGENERALFEDERAL EMERGENCYINSIDE FACEINCHINCLUDEINFORMATIONINTERIORHTHSSIFIBCIDINFOINCLIN, "INTHEIGHTINTERNATIONAL BUILDING CODEHOLLOW STRUCTURAL SECTIONINSIDE DIAMETERDEAD LOADDLREFERENCEREFPLFPOUNDS PER LINEAR FOOTLONG LEGS BACK TO BACKLLBBCOMPLETE JOINT PENETRATIONCJP, CPREMAINDERREMOPEN WEB JOISTOWJCONCRETE REINFORCEDCRSISTAGSTAGGER, STAGGEREDMFMOMENT FRAMECONTROL DENSITY FILLCDFSTEEL CONSTRUCTIONSTEEL INSTITUTECIVIL ENGINEERSTESTING AND MATERIALSCONSTRUCTION JOINTSTEEL INSTITUTEMANAGEMENT AGENCYBPBASE PLATEDESIGN-BUILDD-BEXT GREXTERIOR GRADEGL, GLU LAMGLUE LAMINATED WOODGLBGLUE LAMINATED BEAMHLDNHOLD DOWNPRCSTPRECASTREBARREINFORCING STEEL BARST&GTONGUE AND GROOVEWIJWOOD I-JOISTLSLLAMINATED STRAND LUMBERDISTDISTANCETHPTENDON HIGH POINTHDHOLD DOWNAFFABOVE FINISHED FLOORHORIZONTAL GLULAM MEMBERS AND INCLINED MEMBERS OF LESS THAN 1:1 SLOPE SHALL HAVE A RADIUSEDCAMBER OF 3,500 FT. UNLESS NOTED OTHERWISE.GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH A NON-CORROSIVE,APPROVED PRESERVATIVE.PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER INACCORDANCE WITH ANSI/TPI 1 AND IRC SECTION R802.10 FOR SPANS, AND CONDITIONS SHOWN ONDRAWINGS.DESIGN LOADS SHALL BE AS FOLLOWS:TOP CHORD LIVE LOADPER DESIGN LOADING CRITERIABOTTOM CHORD LIVE LOADPER DESIGN LOADING CRITERIATOP CHORD DEAD LOAD15 PSFBOTTOM CHORD DEAD LOAD5 PSFWIND UPLIFT (TOP CHORD)10 PSF (NET)TRUSS DEFLECTION REQUIREMENTS:LIVE LOADL/360TOTAL LOADL/240THE TRUSS MANUFACTURER SHALL DESIGN THE TEMPORARY AND PERMANENT TRUSS BRACES IN ACCORDANCEWITH THE 2013 EDITION OF THE BUILDING COMPONENT SAFETY INFORMATION (BCSI), CASES BCSI-B2 AND BCSI-B3,RESPECTIVELY. DESIGN OF THE TRUSSES AND BRACES SHALL BE COMPLETED AND SEALED BY A REGISTEREDPROFESSIONAL ENGINEER.THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING,MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO TRUSSFABRICATION. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORT ALL LOADS ASSOCIATED WITHSUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGERCONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS.WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SHOP DRAWINGS ANDCALCULATIONS SHALL BE PROVIDED AS A DEFERRED SUBMITTAL TO THE ARCHITECT AND STRUCTURAL ENGINEERPER GENERAL STRUCTURAL NOTES. SHOP DRAWINGS SHALL INDICATE SHAPES, BEARING POINTS,INTERSECTIONS, HIPS, VALLEYS, ETC. EXACT COMPOSITION OF SPECIAL HIP, VALLEY AND INTERSECTION AREAS(USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THEMANUFACTURER UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE TRUSS MANUFACTURER SHALL PROVIDEALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM/JOIST CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS.THE TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE DETAILS FOR ALL TEMPORARY AND PERMANENT TRUSSBRACING AND BRIDGING.ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALSSHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 OR 316STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 ORMECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BEUSED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BEUSED WITH GALVANIZED CONNECTORS.SIZEDIAMETERLENGTH6d0.113"2"8d0.131"2 1/2"10d0.148"3"12d0.148"3 1/4"16d0.162"3 1/2"20d0.192"4"GENERAL STRUCTURAL NOTESWOOD (CONTINUED)TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY,AS SPECIFIED IN THEIR LATEST CATALOG. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEMSUBSTITUTION AND CAPACITY COMPARISONS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANYPROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TOREVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OFFASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ONJOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBERAND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMSSHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTSAND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESSOTHERWISE NOTED.NAILING NOT SPECIFICALLY NOTED IN DRAWINGS SHALL BE AS SHOWN IN IRC TABLES R602.3(1) AND R602.3(3).NAILS SHALL COMPLY WITH ASTM F1667. MINIMUM NAIL DIMENSIONS SHALL BE AS FOLLOWS:BOLTS SHALL CONFORM TO ASTM A307. LAG SCREWS SHALL CONFORM TO ASME B18.2.1. INSTALL WASHERSUNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAGSCREWS SHALL CONFORM TO 2018 NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2018NDS SECTION 12.1.3. PRE-DRILL HOLES FOR LAG SCREWS TO AVOID SPLITTING.FASTENERS INSTALLED IN PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC COATED GALVANIZED WITHA MINIMUM COATING WEIGHT COMPLYING WITH ASTM A 153 OR ASTM A 653. THIS INCLUDES NUTS AND WASHERS.FASTENERS OTHER THAN NAILS AND TIMBER REVETS ARE PERMITTED TO BE MECHANICALLY DISPOSITED ZINCCOATED WITH COATING WEIGHTS COMPLYING WITH ASTM B 695, CLASS 55 MINIMUM. PLAIN CARBON STEELFASTENERS IN WOOD PRESERVATIVE TREATED WITH SBX/DOT OR ZINC BORATE ARE NOT REQUIRED TO BEGALVANIZED.JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2"NOMINAL IN THICKNESS; OR BY ATTACHMENT TO A FULL DEPTH HEADER, BAND OR RIM JOIST, OR TO AN ADJOININGSTUD TO PROVIDE LATERAL SUPPORT TO PREVENT ROTATION. ADDITIONALLY, IN SEISMIC DESIGN CATEGORIESD0, D1, AND D2, LATERAL RESTRAINT SHALL BE PROVIDED AT EACH INTERMEDIATE SUPPORT.CNTRDCENTEREDRIM BOARD SHALL BE CONNECTED TO THE SUPPORTING DOUBLE TOP PLATE USING SIMPSON A35 CLIPS AT 24" OCUNLESS NOTED OTHERWISE.A123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS3MODEL J3 REVERSEDGENERAL STRUCTURALNOTES ANDABBREVIATIONSUNLESS OTHERWISE NOTED, HANGERS WHICH ARE TO BE ATTACHED TO WALLS SHALL BE ATTACHED TODOUBLE FLATWISE STUDS, 4X OR LARGER POST, OR STUD PACK SO THAT THE HANGER’S NAILSPENETRATE A MINIMUM OF 10 NAIL DIAMETERS INTO SOLID WOOD. WHEN HANGERS ARE APPLIED TOTHE BRACED WALL’S OR SHEAR WALL’S SHEATHING, THE HANGER’S NAILS SHALL CONNECT TO ANDPENETRATE INTO DOUBLE FLATWISE STUDS, POST, OR STUD PACK AS NOTED ABOVE. STUDS ANDPOSTS SHALL BE FULL HEIGHT. 8" CONC STEM WALL OVER8" MIN THICK BY 14" WCONC FTG, TYPSLAB ON GRADEPER PLAN NOTE #132'-0"16'-0"8'-73 4"7'-8 1/2"30" x 30" x 12" CONC FOOTINGW/ (3) #4 EA WAY BOT30" x 30" x 12" CONC FOOTINGW/ (3) #4 EA WAY BOT4x4 POST W/ CBSQ44-SDS2POST BASE4S78S718" W x 12" CONCTHICKENED SLABHATCHED WALLS ARECS-WPS BRACED WALLS, TYPAT GARAGE ENTRANCE,THE BOT OF THEFOUNDATION SHALL BEA MIN OF 22" BELOWFINAL GRADE W/ A MINFTG THICKNESS OF 12"SIMPSON SSTB28 WITH MIN25" CONC EMBEDMENT ATWALL ENDS, TYP. CONN TOSIMPSON HDQ8-SDS3 ANDATTACHED 4x6 MIN ENDSTUD, TYPSIMPSON SSTB28 WITH MIN25" CONC EMBEDMENT ATWALL ENDS, TYP. CONN TOSIMPSON HDQ8-SDS3 ANDATTACHED 4x6 MIN ENDSTUD, TYP3'-1014"H D A ATTACH TO STUD WHICHRECEIVES THE 2ND FLOOR'SMST STRAPA123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS4MODEL J3 REVERSEDFOUNDATIONPLANFOUNDATION PLANSCALE: 1/4"=1'-0"FOUNDATION PLAN NOTES & LEGEND ITEMS:1.SLAB-ON-GRADE SHALL BE 4” THICK WITH #4 @ 18”OC AT CENTER, U.O.N. PROVIDEVAPOR BARRIER PER ARCHITECT BELOW SLAB AT INTERIOR SPACES OVER MINIMUM 4” OFFREE-DRAINING GRANULAR FILL. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONAND SLOPE REQUIREMENTS.2.PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTORECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELYSQUARE AND HAVE NO ACUTE ANGLES. SEE DETAIL 10/S8.3.SEE ARCHITECTURAL DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATIONDEPTHS AND PIPING IN ACCORDANCE WITH DETAIL 4/S8.4.EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS(CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGESAND 6" OC PANEL NAILING WITH 12" OC FIELD NAILING. USE MINIMUM 8d COMMON NAILSWITH MIN 1 1/2" INCHES OF PENETRATION AND MAXIMUM STUD SPACING OF 16" OC, PERIRC TABLE R602.3(3). FOR PORTAL FRAME WALLS (CS-PF), SEE DETAIL 11/S10 FORADDITIONAL INFORMATION.5.SEE DETAIL 4/S10 FOR SILL PLATE ANCHORS.6. CS-WSP WALLS PER PLAN NOTE #47. CS-PF WALLS PER DETAIL 11/S108.SEE DETAIL 9/S9 FOR WALL INTERSECTION NAILING.39340S FET T A INOGTNOWASHR R ETGIESDEIGE E E NO RLNAP FORSSEINTHE ENGINEER'S SEAL IS ONLYFOR SHEAR WALLS AT GARAGEENTRANCE PT 4x8PT 4x8PT 4x8 PT 2x8 @ 16" OC2x12 @ 16" OC DOUBLE JOIST DOUBLE JOIST DOUBLE JOIST GL 5 1/8 x 12(3) 2x6POST(3) 2x6POSTDOUBLE JOISTDOUBLE JOISTDOUBLE JOIST2x12 @ 16" OC(3) 2x6 POST(3) 2x6 POSTDOUBLE JOIST DOUBLE JOIST DOUBLE JOIST 2x12 @ 16" OCTYP HEADERPER PLANNOTE #67 S7 SEE PLAN NOTE #15S76S7A CONT RIM JOIST IS CONNECTED TO THE ENDS OF CANTILEVERJOISTS. WHERE SPLICED, THE RIM JOISTS SHALL BE SPLICED USING AGALVANIZED METAL TIE NOT LESS THAN 0.058" (16GA) AND 1 1/2" WIDEW/ (6) 16d COMMON NAILS ON EA SIDE OF THE SPLICE; OR A BLOCK OFTHE SAME SIZE AS THE RIM JOIST AND OF SUFFICIENT LENGTH TO FITSECURELY BETWEEN THE JOIST SPACE AT WHICH THE SPLICE OCCURS,FASTENED W/ (8) 16d COMMON NAILS ON EA SIDE OF THE SPLICE, TYP.SEE IRC SECTION R301.2.2.6.DOUBLE JOIST HATCHED WALLS ARECS-WPS BRACEDWALLS, TYPDOUBLE JOISTDOUBLE JOIST 4x12SIMPSON H10A-2 ON EA SIDE OF THE 4x12 TOCONNECT TO THE DOUBLE JOIST ABOVE; TOTALOF (2) H10A-2 TO CONNECT THE DOUBLE JOISTSTO THE 4x12. PER IRC SECTION R301.1.4x12SIMPSON H10A-2 ON EA SIDE OF THE 4x12TO CONNECT TO THE DOUBLE JOISTABOVE; TOTAL OF (2) H10A-2 TO CONNECTTHE DOUBLE JOISTS TO THE 4x12. PER IRCSECTION R301.1.MST60SIMPSON CCTQ-SDS2.5SIMPSON CCTQ-SDS2.5A123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS5MODEL J3 REVERSEDFLOOR FRAMINGPLANFLOOR FRAMING PLANSCALE: 1/4"=1'-0"FLOOR FRAMING PLAN NOTES & LEGEND ITEMS:1.FLOOR SHEATHING SHALL BE 23/32” T&G SHEATHING (PANEL SPAN RATING 48/24). NAILSHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGMBOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/10d @ 6” OC. NAILSHEATHING TO ALL INTERMEDIATE FRAMING W/ 10d @ 12” OC. GLUE SHEATHING AT ALLSUPPORTS W/ ADHESIVE CONFORMING TO A.P.A. SPECIFICATION AFG-01.2.FLOOR JOISTS SHALL BE 2x12 @ 16" OC, UNO.3.STUD WALLS SHALL BE 2x STUDS @ 16" OC, UON. SEE ARCHITECTURAL DRAWINGS FORWALL TYPES.4.FOR 4'-0" MAX OPENING, USE MIN 1 FULL HEIGHT STUDS, KING STUDS, ON EA SIDE OF THEOPENING. FOR OPENINGS GREATER THAN 4'-0", USE A MIN OF TWO CONTINUOUS STUDSON EA SIDE OF OPENING. SEE DETAIL 7/S9 FOR ADDITIONAL REQUIREMENTS.5.BEAMS AND HEADERS SHALL BE FLUSH FRAMED UNLESS NOTED (D) FOR DROPPED.6.HEADERS IN STUD WALLS SHALL BE (2) 2x8, UNO7.INSTALL 'HU' HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS UNO.8.EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS(CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGESAND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD NAILING. USE MIN 8d COMMON NAILSWITH MIN 1 1/2" OF PENETRATION AND MAXIMUM STUD SPACING OF 16" OC, PER IRCTABLE R602.3(3).9. SPAN DIRECTION OF FRAMING MEMBERS.10.ALL STUDS TALLER THAN 10'-0" PLEASE SEE DETAIL 3/S9.11. CS-WSP WALLS PER PLAN NOTE #812. CS-PF WALLS PER DETAIL 11/S1013.SEE DETAIL 9/S9 FOR WALL INTERSECTION NAILING.AT END OFBRACED WALLAT END OFBRACED WALL GIRDER TRUSS OVER CONTDOUBLE TOP PLATES, TYPSEE PLAN NOTE #1TYP HEADERPER PLAN NOTE #4HIP TRUSSHIP TRUSSGIRDER TRUSS(2) 2x122S7HIP TRUSSPRE-ENGINEEREDTRUSSES @ 24" OCHIP TRUSSOVER FRAMINGPER MFRPRE-ENGINEEREDTRUSSES @ 24" OCPRE-ENGINEEREDTRUSSES @ 24" OCGIRDER TRUSSH I P T R U S S HIP TRUSSPRE-ENGINEEREDTRUSSES @ 24" OC(2) 2x12MIN (2)2x JAMB STUDSUNDER EA END OF THEGIRDER TRUSSPRE-ENGINEEREDTRUSSES @ 24" OCA123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS6MODEL J3 REVERSEDROOF FRAMINGPLANROOF FRAMING PLANSCALE: 1/4"=1'-0"ROOF FRAMING PLAN NOTES & LEGEND ITEMS:1.ROOF SHEATHING SHALL BE 19/32" SHEATHING (PANEL SPAN RATING 32/16). NAILSHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS,BLOCKING AND SHEAR WALLS BELOW W/ 10d @ 6" OC. NAIL SHEATHING TO ALLINTERMEDIATE FRAMING W/ 10d @ 12" OC. INSTALL PSCA PANEL SHEATHING CLIPSCENTERED BETWEEN JOISTS AT UNBLOCKED PANEL SHEATHING EDGES.2.ROOF FRAMING SHALL BE CONNECTOR-PLATE TRUSSES @ 24" OC, UNO. TRUSS MFR.SHALL PROVIDE ALL TEMPORARY AND PERMANENT TRUSS CHORD BRIDGING ANDBRACING AND RELATED CONNECTION DETAILS. REFER TO ARCHITECTURAL DRAWINGSFOR GENERAL TRUSS CONFIGURATIONS. REFER TO GENERAL STRUCTURAL NOTES FOROTHER REQUIREMENTS.3.SOLID FLAT BLOCKING IS REQUIRED AT ALL UNFRAMED RIDGES, HIPS AND VALLEYS FORSHEATHING CONNECTION.4.HEADERS IN STUD WALLS SHALL BE (2) 2x8, UNO.5.FOR 4'-0" MAXIMUM OPENING, USE MINIMUM 1 FULL HEIGHT STUDS, KING STUDS ON EACHSIDE OF THE OPENING. FOR THE OPENINGS GREATER THAN 4'-0", USE A MINIMUM OFTWO CONTINUOUS STUDS ON EACH SIDE OF THE OPENING. SEE DETAIL 7/S9 FORADDITIONAL REQUIREMENTS.6.INSTALL "HU HANGERS AT ALL FUSH WOOD BEAM-TO-BEAM BEAM CONNECTIONS ANDALL FLUSH SKEWED FRAMING CONNECTIONS UNO.7.EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS(CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGESAND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD NAILING. USE MINIMUM 8d COMMONNAILS WITH MIN 1 1/2" OF PENETRATION AND MAX STUD SPACING OF 16" OC, PER IRCTABLE R602.3(3).8. SPAN DIRECTION OF FRAMING MEMBERS. OVERHANG PER ARCH2'-6" MAX2x FACIA BOARD ATTACH TO EAOUTRIGGER W/ (2) 8d NAILSOUTRIGGER PERTRUSS MFRSHTHG AND PANELEDGE NLG PER PLANGABLE ENDTRUSS PER MFRA35 CLIP @ 24" OC2x FASIA BOARD ATTACHTO EA TRUSS W/ (2) 8d NAILSSHTHG AND PANELEDGE NAILING PER PLANHEADER PER PLANWHERE OCCURSSHTHG AND PANELEDGE NLG PER PLANTRUSS BLKG PANELPER TRUSS MFR ATTACHTO EA TRUSS W/ (2)SIMPSON A35 CLIPSA35 CLIP @ 24" OCPRE-ENGINEER TRUSSESW/ HEEL PER ARCHITECTOVERHANG PER ARCH2'-6" MAXPROVIDE SIMPSON H1CLIP AT EA TRUSS TO TOPPLATEGABLE END TRUSSPER MFRTRUSSES PER PLANADD 2x6 PLATE TOTOP PLATE, ATTACHW/ 16d @ 6" OC2x6 BRACE @ 48" OC, ATTACH TOBLKG W/ (4) 10d NAILS, AND ATTACHTO PLATE W/ SIMPSON A352x6 BLKG, WHERE BRACEMEETS THE ROOF, ATTACH TOTRUSS ON EA SIDE W/ SIMPSONA34, AND ATTACH DIAPHRAGMW/ (3) NAILS3" CLR 8" MIN SLAB ON GRADEPER PLANSHEAR WALL AND PANELEDGE NAILING PER PLANATTACH PT SILL PLATEW/ AB PER 4/S10#4 CONT @ 12" OC(DBL BARS AT TOP &BOT) LAP 2'-0" ASREQD#4 x @ 12" OC(ALT HOOK)NOTE:FOOTING (FTG) THICKNESSSHALL NOT BE LESS THAN 6".SIMPSON DTT2Z AT EALANDING BEAM TO BLKGPT 4x4 POST4x4 POST AT CORNERSW/ ECC44SDS2.5POST CAP2x12 PT CUT CARRIAGEW/ 2x6 SUPPORT EA SIDE2x12 PT CUT CARRIAGEW/ 2x6 SUPPORT EA SIDEA35 ANGLE2x6 PT BLKG, ATTACHTO CONC W/ (2) 1/2" DIASIMPSON TITEN BOLTS,EMBED 3"BEAM PER PLAN4x12 PT STRINGER BEYOND4x12 PT STRINGER BEYONDA35 CLIPS @ 24" OCSHEAR WALL AND PANELEDGE NAILING PER PLAN2x BLKG @ 24" OC3x RIM BOARDSOLE PLATE TO RIMBOARD W/ 16d @ 6" OCJOIST PER PLANPRESSURE-TREATED2x DECKING ATTACHW/ (2) 8d NAILS PER JOISTPRESSURE-TREATED 2x LEDGER,ATTACH TO RIM BOARD W/ (2) ROWS 1/4"DIA X4" SIMPSON SDS SCREWS @ 9" OCSTAGGERED14"2" MIN 14" 2" MINJOIST PER PLANS, USESIMPSON HU HANGER TOCONNECT TO LEDGER, TYPPROVIDE JOIST EA SIDEOF POST, ATTACH TOPOST W/ (4) 1/4"SIMPSON SDS SCREWS,EMBED INTO POST 1.5"H2.5A AT EA JOIST2" 2"1 1/2"1 1/2"PT 4x4 POST ABOVE3" CLR SLAB ON GRADEPER PLANSHEAR WALL AND PANELEDGE NAILING PER PLANATTACH PT SILL PLATEW/ AB PER 4/S10#4 CONT @ 12" OC(DBL BARS AT TOP &BOT) LAP 2'-0" ASREQD#4 x @ 12" OC(ALT HOOK)8" MIN 4'-0" MAXNOTE:FOOTING (FTG) THICKNESSSHALL NOT BE LESS THAN 6".A123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS7MODEL J3 REVERSEDDETAILSLANDING AT WALLSCALE: NTS5LANDING AT EDGESCALE: NTS6TOP OF STAIRS AT LANDINGSCALE: NTS7STAIRS AT LANDINGSCALE: NTS8TYP GABLE EAVE DETAILSCALE: NTS1TYP EAVE DETAILSCALE: NTS2DETAILSCALE: NTS3FOUNDATION AT GARAGESCALE: NTS4 B/ FTGSEE STRUCTNOTES FORCOVERMATCH FTGBOT REINFb1.5HMINH 2'-0" MAX LTYPDMINSTEEP AS POSSIBLE1.5HMIN1 8" H D MIN D FTG THK SECTIONELEVATIONFTG REINF TO BE CONT3xD OR 6" CLR(WHICHEVER IS GREATER)MIN BTWN ADJ PIPE SLEEVESLbOPTIONALCONST JTFTG PER PLANNOTES:1.PIPE MUST RUN PERPENDICULAR THROUGH WALL.2.MAXIMUM SLEEVE DIAMETER EQUAL TO 8".EXCAVATION FORPIPE TRENCH PARALLELTO FTG NOT ALLOWEDBELOW THIS LINESIZE & QUANTITYTO MATCH FTG REINFFDN WALLPIPE SLEEVES:ID OF SLEEVE SHALLBE 2" MIN LARGERTHAN OD OF PIPENO PIPE SHALL PASS THRU FTG 2'-0" MAX9"MIN21D .TRENCH.1'-6"MINLb1 2" 4" MIN 3" CLR MINTYPICAL STEPPED FOOTING DETAILSCALE: NTS3TYPICAL PIPE ENCASEMENT FOOTINGSCALE: NTS46" MINBEND DIAMETER SCHEDULECROSSTIESBEAM STIRRUPSCOLUMN TIESSPLICEHOOKS AND BENDSSPLICES FOR SUCCESSIVETIES TO BE PLACED ATALTERNATE CORNERSBARS LARGER THAN #11SHALL BE WELDED ORMECHANICAL SPLICEDWALL BARS SHALL BETIED TOGETHERALTERNATE 90°AND135° ENDSON CONSECUTIVE CROSSTIESdb =BAR DIAD =FINISHED INSIDE BEND DIAMETERD =6 db FOR #3 THRU #8D =8 db FOR #9, #10 AND #11D =10 db FOR #14 AND #18CROSSTIEHOOK ATADJACENT BARS6 db MIN FOR #5 AND SMALLER12 db MIN FOR #6, #7 AND #86 d b3" MIN16 db EXTENSIOND D D D4db21/2"MIN12 db 6" MIN .6 db3" MIN1'-0" MINSEE 12/S86 d b3" MIN1'-6" LAP#3 @ 8"W/ 180º HOOKSCORNER BARINTERSECTING BARW/ STD HOOKUP TO2'-0"2'-0" TO 4'-0"TYP WALL STLW/ 180° HOOKSLbt LbtTYPICAL CONCRETE WALL PLAN DETAILSSCALE: NTS11BAR BEND AND LAP DETAILSSCALE: NTS7TYPICAL REINFORCINGNOTES:1.CONSTRUCTION JOINT MAY BE USED AT ANY CONTROL JOINT SHOWN ON PLANS ATCONTRACTORS OPTION.2.REFER TO PLANS FOR SLAB THICKNESS AND REINFORCING.3.CONTROL JOINTS TO BE SPACED AT 20'-0" ON CENTER MAXIMUM, EACH WAY. RATIOOF DISTANCE BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANELSHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BECONSIDERED AS CONTROL JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS.CUT HALF OF REINF AT CJ18" MIN SAWCUT OR FORMED CJTO BE FILLED W/ JOINT FILLERCONTROL JOINT1 4 SLAB DEPTHSUB BASE 4" OF CRUSHEDGRAVEL ON COMPACTEDSOIL WHICH MEETS 95%COMPACTION BY THEASTM D1557 STANDARDSTYPICAL SLAB ON GRADE JOINT DETAILSSCALE: NTS10AND SPLICE LENGTH TABLESSCALE: NTS12DEVELOPMENT# 3# 4# 5# 6# 7# 8# 9# 10# 11# 3OTHER BARSTOP BARSIBAR SIZEMINIMUM STRAIGHT DEVELOPMENT LENGTH (Lb)"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTHOF CONCRETE CAST BELOW THEM.IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THEBAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BARDIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%.1.2.NOTES:SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2".END COVER FOR 90 DEGREE HOOKS MUST BE EQUAL TO OR GREATER THAN 2".MINIMUM LAP SPLICE LENGTHS (Lb) (CLASS B)17"23"29"35"52"60"68"77"85"13"17"22"27"40"46"52"59"65"# 3# 4# 5# 6# 7# 8# 9# 10# 11# 3OTHER BARSf'c = 3,000 PSITOP BARSBAR SIZE"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTHOF CONCRETE CAST BELOW THEM.IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THEBAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BARDIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%.23"31"38"46"69"79"89"101"112"17"23"29"35"52"60"68"77"85"I IMINIMUM EMBEDMENT LENGTHS (Ldh) FOR STANDARD END HOOKS# 3# 4# 5# 6# 7# 8# 9# 10# 11# 3f'c = 3,000 PSIBAR SIZE5"6"8"9"11"13"14"16"18"I I If'c = 3,000 PSIA123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS8MODEL J3 REVERSEDDETAILS 1.NOTE:AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE CS16 x 2'-0" STRAP.NO REINFORCING REQUIREDSTRAP REINFORCING2 1/4"MAXHOLE1 1/2"MIN,ES2 1/8" DIAMAXHOLE5/8"MIN,ES3 1/4" DIAMAXHOLE1"MIN,ES3/4"MIN,ES1 1/2" DIAMAXHOLEPSPN516Z STRAPPSPN516Z STRAP1.NOTE:NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS.6" MAX 3/4" MAX2x4 STUDS(3x4 SIMILAR)6" MAX 1 1/4" MAX2x6 STUDS(3x6 SIMILAR)SINGLE STUD(NO REINF REQD)DOUBLE STUDS(NO MORE THAN TWO SUCCESSIVE STUDS MAY BE BORED)1 1/2"MAXHOLE2 1/4"MAX HOLE3 1/4"MAX HOLE2 1/8"MAX HOLE5/8"MIN,ES3/4"MIN,ES1 1/2"MIN,ES1" MINES2x4 STUDS(3x4 SIMILAR)2x6 STUDS(3x6 SIMILAR)HOLES ALLOWED THRU STUDSSCALE: NTS12ALLOWABLE NOTCHES IN STUDSSCALE: NTS11ALLOWABLE HOLES THRU TOP PLATESSCALE: NTS102.BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTIONOF THE CUT OR NOTCH IN STUD. (IRC FIG R602.6(2))SOLID BLKG WHEREPOST ABV OCCURSPOST PER PLAN, NAIL MULTI STUD POSTTOGETHER PER GENERAL NOTESFULL-HT STUDPER 4/S9TYP WALL STUDSCONT TOP PLATESPLICE PER 8/S9POST ABV WHERE OCCURS3"16d @ 12" OC STAG ELSEWHERE(8) 16d @ 4" OC STAGES OF SPLICEBOT CHORD SPLICETOP CHORD SPLICESPLICE TO OCCUR ATCL OF VERT STUD, TYP6'-0" MIN BETWEEN SPLICESTYPICAL INTERIOR HEADER DETAILSCALE: NTS7TYPICAL PLATE SPLICE DETAILSCALE: NTS8PROVIDE SIMPSON A35AT TOP AND BOTTOM OFTHE HEADERSILLS PER 6/S9BEAM PER PLANHDR PER PLAN (EL VARIES)AND 6/S93x BLKG BTWNSTUDS WHEREOCCURSSTUD WALLPER PLAN(2) FULL- HT STUDSWHERE L > 4'-0",OTHERWISE (1)FULL-HT STUDBOT SILL PLPER DETAILSJAMB STUDSPER PLANL(OPNG PER ARCH)CONT TOP PLATE,SPLICE PER 8/S9CLIPS PER 3/S9T&B OF STUDSWHERE OCCURS(2) 2x PLATES W/(2) A35 EACH END3"S97TYPICAL OPENING IN EXTERIOR WALLSCALE: NTS4WOOD STUD PERPLAN OR DETSEE NOTE 1END NAIL SOLE PL TOEA WALL STUD W/(2) 16d, UNO1.NOTE:ALL STUDS GREATER THAN 10'-0" IN HEIGHT AND SUBJECT TO WIND LOADINGSHALL BE ATTACHED TO TOP AND BOTTOM PLATES WITH A35, UNO.WOOD STUD TO WALL PLATESCALE: NTS3SIMPSON HUCQ610-SDS,PROVIDE SOLID BLOCKINGBETWEEN HEADERVERTICALS AS NEEDED TOFILL HANGERHEADER PER PLAN6x6 POST PER PLANHEADER PER PLANTYP HEADER CONN AT CORNER POSTSCALE: NTS2TYP HEADER SECTIONSCALE: NTS6WALL ABOVE OPENING2x SILL TOP AND BOTOF HEADER, ATTACHPLATES TO HEADERSW/ 10d NAILS @ 9" OCWALL OPENING PERPLAN AND ARCHSHEATHING AND NAILINGPER PLANSHEATHING AND NAILINGPER PLANBRACED WALL PANEL CONNECTIONWHEN PERPENDICUALR TO FLR/CEILING FRAMINGSCALE: 34"=1'-0"1FULL HT BLKG, CONTALONG LENGTH OFBRACED WALL PANELPERP FRAMINGPERP FRAMING8d @ 6" OC ALONGBRACED WALL PANELBRACED WALL PANEL(3) 16d @ 16" OC ALONGBRACED WALL PANELBRACED WALL PANEL8d @ 6" OC ALONGBRACED WALL PANELCONT RIM OR BAND JST(3) 16d @ 16" OC ALONGBRACED WALL PANELCONT RIM OR BAND JSTFULL HT BLKG, CONT ALONGLENGTH OF BRACED WALL PANELBRACED WALL PANEL CONNECTIONWHEN PARALLEL TO FLOOR/CEILING FRAMINGSCALE: 34"=1'-0"58d @ 6" OC ALONGBRACED WALL PANELCONT RIM OR END JSTBRACED WALL PANEL,TYP UNO(3) 16d @ 16" OC ALONGBRACED WALL PANELCONT RIM OR END JSTADDL FRAMINGMEMBER DIRECTLYABV WALL PANEL(3) 16d @ 16" OC ALONGBRACED WALL PANELADDL FRAMINGMEMBER DIRECTLYBELOW WALL PANELFULL HT BLKG@ 16" OC ALONGBRACED WALL PANEL(3) 16d AT EACHBLKG MEMBERFULL HT BLKG@ 16" OC ALONGALONG BRACED WALL(2) 16d NAILSEACH SIDE, TYPTOE NAIL (3) 8d NAILSAT EACH BLKG MEMBER16d COMMON NAILS @ 12" OCMAX (PER IRC TABLE R602.3 (1))PANEL EDGE NAILINGPER PLANSPANEL EDGE NAILINGPER PLANSPLAN AT INTERSECTIONPLAN AT CORNERSDBL END STUD AT CORNER(MULTI-STUD POST PER PLANOR STUDS PER CONT HD MFRWHERE OCCURS)PANEL EDGE NAILINGPER PLANSWALL INTERSECTION DETAILSCALE: NTS916d COMMON NAILS @ 12" OCMAX (PER IRC TABLE R602.3 (1))A123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS9MODEL J1 REVERSEDTYPICAL WOODDETAILS J3 ANCH BOLT PER SW SCHEDSILL PLATE PER SW SCHED12" MAXSHTHG PER SW SCHEDBRACED OR SHEAR WALL SILL PLATE ANCHOR BOLT PLATE WASHERNOTESHOLE IN PLATE WASHER IS PERMITTED TO BE DIAGONALLYSLOTTED WITH A MAXIMUM WIDTH 3/16" > BOLT DIAMETER ANDMAXIMUM LENGTH OF 1 3/4", PROVIDED STANDARD CUT WASHERINSTALLED BETWEEN PLATE WASHER AND NUT.STL PLATE WASHERSILL PLATE ANCHORSSCALE: NTS41.PROVIDE A MINIMUM OF (2) ANCHORS PER SECTION OF SILL PLATE.2.PLEASE SEE GENERAL NOTES FOR ANCHOR DIAMETER AND EMBEDLENGTH.3.BRACED OR SHEAR WALL SILL PLATE CONDITIONPL WASHER SIZE,SEE NOTE2x4, 2x6 W/ SHTHG ON ONE SIDE ONLY3" x 3" x 0.229"MARKHDAHDBHDCMODEL(NOTE 1)WOODPOST, UNO PERPLAN OR DETAILS(NOTES 2 AND 6)(2) 2xTHREADED ROD AT WOOD FLOORAND CONCRETE (NOTES 4 AND 5)TRDIANOTES:1.HOLDOWN MODELS REFER TO SIMPSON STRONG TIE CATALOG CALLOUTS. INSTALL FASTENERS PER HOLDOWN MANUFACTURER.2.SIZES LISTED IN THE SCHEDULE ARE FOR THE NOMINAL THICKNESS OF WOOD POST PERPENDICULAR TO THE HOLDOWN. WIDTH OF THE POST IS THE SAME ASTHE WIDTH OF THE WALL IN WHICH THE HOLDOWN IS LOCATED.3.FASTEN TOGETHER 2x MEMBERS OF POST AT THE SPECIFIED SPACING. "12d" NAIL IS 0.148" DIA x 3 1/4" AT (3) 2x POSTS, FASTEN SECOND TO FIRST STUD AND THIRDTO SECOND STUD AT THE SPECIFIED SPACING.4."TR" IS A CARBON STEEL STUD (e.g. THREADED ROD) COMPLYING WITH ASTM F1554 GR 36.5.INSTALL A CARBON STEEL HEX NUT COMPLYING WITH ASTM A563, GRADE A, AT EACH BOLT.6.NAIL PLYWOOD OR OSB SHEATHING TO HOLDOWN STUDS OR POST WITH SCHEDULED PANEL EDGE NAILING. STAGGER NAILS SO THAT EACH STUD IS NAILED.AT SOLID HOLDOWN POSTS, NAIL SHEATHING WITH (2) ROWS OF PANEL EDGE NAILING.2xPOSTNAILING(NOTE 3)TR CONCRETE EMBEDHOLDOWN SCHEDULESTEM WALLHDU4-SDS2.5HDU8-SDS2.5HDU11-SDS2.54x6x12d @ 8"OC-5/8"7/8"1"-12"12"18"DETAILREFERENCE,UNO5/S105/S105/S10HOLDOWN SCHEUDLESCALE: NTS2CONC WALLFTGHD PER 2/S10, NUMBEROF HD PER PLAN, TYPSTUD WALLNUMBER OF STUDS PER 2/S10(POST PER PLAN WHERE OCCURS)SCREWS PER HD MFRSILL PLATE1.NOTE:WALL SHEATHING & CRIPPLE WALLS NOT SHOWN FOR CLARITY.TR PER 2/S10, TYP2/S10SINGLE HOLDOWN DETAILSCALE: 34"=1'-0"5EMBEDPERNUT PER 2/S108' MAX HEIGHT PROVIDE SIMPSON ST22 STRAP W/ MIN (18) 16dCOMMON NAILS TO CONNECT HEADER TO JACKSTUD, TYP. STRAP SHALL BE CENTERED OVER THEHEADER AND JACK STUD. STRAP SHALL BE ON BOTHSIDES OF OPENING AND THE OPPOSITE SIDE OF THESHEATHING, TYPBEAM PER PLANS (MIN 4x12). IF SPACER IS USED,PLACE ON BACK-SIDE OF HEADERFASTEN SHEATHING TO HEADER WITH 8d COMMONOR GALVANIZED BOX NAILS IN 3" GRID PATTERNAS SHOWN, TYPMIN 4x6 FRAMING COVERED W/ MIN 1/2" THICKWOOD STRUCTURAL PANEL SHEATHING W/ 8dCOMMON OR GALVANIZED BOX NAILS AT 3" OC. INALL FRAMING (STUDS, BLOCKING, AND SILLS) TYPPANEL SHALL COVER THE FULL WIDTH OF WALL,SEE PLANS FOR WALL WIDTH DIMENSIONS. FORWALLS GREATER THAN 4'-0", TURN PANEL HORIZSO LONG DIMENSION IS THE HORIZ DIRECTIONMIN (3) 1/2" DIA ANCHOR BOLTS INSTALLED INEA SHEAR WALL PER GENERAL NOTESFASTEN KING STUD TOHEADER WITH (6) 16dSINKERSMIN 1/2" WOODSTRUCTURAL PANELSHEATHINGTYP PORTAL FRAMECONSTRUCTIONPORTAL FRAME OVER CONCRETE FOUNDATIONSCALE: NTS11PANEL SPLICE EDGES SHALLOCCUR OVER AND BE NAILED TOCOMMON BLOCKING WITHIN THEMIDDLE 24" OF THE PORTAL-LEGHEIGHT. ONE ROW OF 3" OCNAILING IS REQUIRED IN EA PANELEDGEPROVIDE SIMPSON ST22 STRAPW/ MIN (18) 16d COMMON NAILSTO CONNECT HEADER TO JACKSTUD, TYP. STRAP SHALL BECENTERED OVER THE HEADERAND JACK STUD. STRAP SHALLBE ON BOTH SIDES OF OPENINGAND THE OPPOSITE SIDE OF THESHEATHING, TYPFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d @ 3" OC, TYP3x4 FLAT BLOCKINGFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d @ 3" OC, TYPEXTEND BEAM MIN 19" INTO SHEAR WALL, TYPCONT SHEATHED SHEAR WALL PANEL MEETINGMIN LENGTH REQUIREMENTS OF TABLE R602.10.5(PANEL SHALL COVER THE FULL WIDTH OF WALL,SEE PLANS FOR WALL WIDTH DIMENSIONS. FORWALLS GREATER THAN 4'-0", TURN PANEL HORIZSO LONG DIMENSION IS THE HORIZ DIRECTION)MIN (2) 2x KING STUDS AND MIN (2) 2x JACKSTUDS FOR EA. SIDE OF THE HEADER, TYPNOTE:1.NOT EVERY ANCHOR BOLT IS SHOWN.2.HOLD DOWNS AND SSTB BOLTS NOT SHOWN, PROVIDEAT 4x6 AT END OF SHEAR WALLS TYP.3.ATTACH HOLD DOWNS TO 4x6 STUDS, TYP.4.USE 3x6 OR 4x6 STUDS AT ADJOINING PANE EDGES.A123456789101112131415BCDEFGHIJK123456789101112131415ABCDEFGHIJKRENTONACCESSORYDWELLING UNITS1/14/2022262021.010XXXJDJPJCPNCDATE:PROJECT#:REF#:SCALE:DESIGNED:DRAWN/3D:REVIEWED:CLIENT:City of Renton98057ARCHITECT:JILL SOUSA ARCHITECT2815 N LAWRENCE, TACOMA WA98407CONTACT:JILL SOUSAPHONE:(253) 468-9662STRUCTURAL:REID MIDDLETON728 134th St SW #200, EVERETT WASHINGTON98204CONTACT: PAUL CROCKERMECHANICAL:ELECTRICAL:1055 S GRADY WAY, RENTON WAPHONE: (425) 741-3800AS NOTEDS10MODEL J1 REVERSEDSHEAR WALLSCHEDULE ANDDETAILS39340S FET T A INOGTNOWASHR R ETGIESDEIGE E ENO RLNAP FORSSEINTHE ENGINEER'S SEAL IS ONLYFOR DETAIL 11/S10 J3