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HomeMy WebLinkAboutENCHANTMENT E1 MODEL NOT FOR CONSTRUCTION 202136" HIGH WALL 1 1/2" DIA HANDRAIL 34" ABOVE NOSING 13 RISERS @ 7.7" 12 TREADS @ 10.5" APPROVED ALTERNATE _____________________________________________________________________________ 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 HORIZONTAL LAP SIDING W 5" EXPOSURE SHINGLES (WEAVE CORNERS) FINISHES PORCH APPROVED ALTERNATE _____________________________________________________________________________ UPPER SIDING HORIZONTAL LAP SIDING W 5" EXPOSURE SHINGLES (WEAVE CORNERS) 4'-0" SCALE 1/4" = 1'-0" E1. LOWER FLOOR PLAN A 6 7 5 3 RECESSED MED CAB DOWN SCALE 1/4" = 1'-0" E1. UPPER FLOOR PLAN 4 5' - 0 " 1 2 24 " O. H . A SLOPED FLOOR 15 ' - 0 " 26'-0" EQ . 2' - 6 " 3" 2' - 6 " EQ . 3'-0"3'-0"9'-2"3'-0" 6' - 3 " 2' - 6 " 6' - 3 " 3'-6"2'-6"3' 3 WINDOW SCHEDULE SCHEDULES KEY QUANT R.O. SIZE TYPE A 1 B 1 C 1 D 1 3'-0" X 3'-4"DOUBLEHUNG E 2'-4" x 3'-4"DOUBLEHUNG NOTESHDR 8'-0" 3'-0" x 3'-4"DOUBLEHUNG 6'-8" 3'-0" x 3'-4"DOUBLEHUNG 6'-8"TEMPERED 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8" 6'-8" AREA 36.6 SQ. FT 7.77 SQ. FT 6.66 SQ. FT 8 SQ. FT 6.66 SQ. FT --- --- --- TOTAL 95.69 SQ. FT F 2 3'-0" X 5'-0"DOUBLEHUNG 6'-8"30 SQ. FT --- EGRESS NA 6'-0" x 6'-8"INT DOUBLE BIFOLD 2'-6" X 6'-8"INT PASSAGE KEY HAND SIZE TYPE NOTES DOOR SCHEDULE 1 6'-0" X 6'-8"EXT. FRENCH 2 3 2'-6" X 6'-8"INT PASSAGE 4 5 2'-6" x 6'-8"INT PASSAGE6 RH NA LH LH RH 2'-6" X 6'-8"INT POCKET 7 2'-6" X 6'-8"INT PASSAGERH SEE ENERGY NOTES, SHEET 3, FOR REQUIRED U-VALUES. ALL WNDWS TO BE NFC CERTIFIED VERIFY OPENING WITH EXTERIOR ELEVATIONS K E F F G G J A A 15 ' - 0 " 3'-6"2'-6" 3'-0"5'-0"3'-0" WATER HEATER- SEE ENERGY NOTES FOR OPTIONS 3'-0" 2' - 7 " 9' - 1 0 " 2' - 7 " 5'-0" 2' - 6 " O. H . 3'-0" B C D A MODEL E1 THE ENCHANTMENT 5'-0" G 2 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FT--- H 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FT--- J 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FT--- K 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FTTEMPERED H 2'-6"3'-3 1/4"2'-6" AREA CALCS NEW WALKWAY:___SQ. FT. BUILDING OVERHANG:678 SQ. FT. TOTAL IMPERVIOUS SURFACE:___ SQ. FT. TOTAL IMPERVIOUS SURFACE SHEET INDEX HEIGHT ROOF PITCH:4:12 RIDGE HEIGTH:22'-8" BUILDING AREA MIN, EXISTING HOUSE REQUIRED (TO MEET 75% MAXIMUM)1,000 SQ. FT. 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 MAIN FLOOR:390 SQ. FT. TOTAL LIVING AREA: 750 SQ. FT. UPPER FLOOR:360 SQ. FT. TOTAL BUILDING AREA: 805 SQ. FT. PORCH: 55 SQ. FT. ROOF PITCH 4:12 AS SHOWN CONSTRUCTION OPTIONS ROOFING ROOF CONSTRUCTION PAINT COLORS: ENTRY DOOR: PROVIDE COLOR INFORMATION (MANUFACTURER & COLOR NUMBER) PROVIDE DOOR SPEC SHEET 5:12 ROOF PITCH (ALTERNATE) 6:12 ROOF PITCH (ALTERNATE) COMPOSITION ROOFING, COLOR TO BE _______________________________________________________________ METAL ROOFING, COLOR TO BE ______________________________________________________________________ GRADE AT BUILIDING SITE FLAT SITE (LESS 2% ACROSS BUILDING ) SLOPE EXCEEDS 2% - USE STEP FOOTING DETAIL PER STRUCTURAL - CONCRETE STEM WALL TO EXTEND TO BOTTOM OF FLOOR LEVEL PER TYP DETAILS NO PONY WALLS ALLOWED BELOW FLOOR FRAMING NO GRADE CHANGE FROM PLANS ALLOWED AT PORCH LOCATIONS - MAINTAIN 3 STEPS FROM GRADE TO DECK ROOF PITCH:5:12 RIDGE HEIGTH:23'-4" ROOF PITCH:6:12 RIDGE HEIGTH:24'-0" 30" STOVE EXHAUST FAN - SEE MECH NOTES PLAN LEGEND INTERIOR LOAD BEARING WALLS - NO CHANGES ALLOWED SMOKE DETECTOR AND CARBON MONOXIDE ALARM - HARDWIRED W/ BATTERY BACKUP- SMOKE DETECTOR TO BE LOCATED IN HIGHEST PART OF CEILING PER MANUFACTURERS SPECIFICATIONS STOVE HOOD- VENT DIRECTLY TO EXT WALL VENT TO ROOF1 1/2" DIA HANDRAIL 34" ABOVE NOSING 36" HIGH RAILING MAX 4" SPACING BETWEEN MEMBERS 13 RISERS @ 7.7" 12 TREADS @ 10.5" (3) STEPS DOWN 22" X 30" ATTIC ACCESS HATCH PER R807 11'-4"2'-11"11'-9" 10 ' - 7 1 / 2 " 3' - 4 1 / 2 " 5' - 6 " 9' - 6 " 9'-7 1/4" E1 . E N C H A N T M E N T 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. 10" SQ. CASED POST PER DETAIL APPROVED ALTERNATE _____________________________________________________________________________ 1 OF 4 8'-0" OPENING 5' - 0 " 7 1 / 2 " 3' - 1 0 1 / 2 " 5'-0" ACCESS PANEL DECKING 8'-7"3'-2" 5'-0" 11'-3" FLOOR OPENING FOR STAIRS 2'-6"6"14'-3" 14'-3" 30" X 5' TUB/SHBB BB EQ . CE N T E R D O O R EQ . UP "GREAT ROOM" 1/2 BATH REFDW 30" SINK W/D PORCH 5' TUB/SHOWER CL O S E T BEDROOM 1 BEDROOM 2 BATH CLOSET KITCHEN ROOF BELOW GENERAL 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. DATE: DRN: REV: 3/18/22 ji l l s o u s a a r c h it e c t 28 1 5 N . L a w r e n c e T a c o m a , W A 9 8 4 0 7 tel e : 2 5 3 . 4 6 8 . 9 6 6 2 ji l l @ j i l l s o u s a a r c h t e c t . c o m JFS RE N T O N A D U s REGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET REVIEWED BUILDING DIVISION By: Rick Lee Date: 06/08/2022 THIS SET OF REVIEWED PLANS INCLUDE BOTH THE SUBMITTED DESIGN AND ADDITIONAL CODE REQUIREMENTS MARKED IN RED. PLANS MUST BE MADE AVAILALE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING / PROJECT IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION FIELD VERIFY SAFETY GLAZING PER R308.4.2 INSPECTOR: SEE SHEET 3 FOR REQUIRED ENERGY CREDITS FOR 2021 WASHINGTON STATE ENERGY CODE - RESIDENTIAL FIELD VERIFY SAFETY GLAZING PER R308.4.2 OR PREFERABLY THRU THE ROOF E1. _______ ELEVATION SCALE 1/4" = 1'-0" E1. _______ ELEVATION SCALE 1/4" = 1'-0" E1. _______ ELEVATION SCALE 1/4" = 1'-0" E1. _______ ELEVATION SCALE 1/4" = 1'-0" E1. SECTION AA SCALE 1/4" = 1'-0" E1. SECTION BB SCALE 1/4" = 1'-0" WNDW HDR SECOND FLR LOWER FLR SUB 6' - 8 " 4 12 2'-6" LOWER FLR SUB SUB FLR- SECND FLR 4 12 2'-6" 4 12 MIN 24" X 18" CRAWL SPACE ACCESS - GRAY COLOR- PROVIDE METAL WIINDOW WELL- MIN 36" X 36" FOR ACCESS CONT RIDGE VENT COMPOSITION ROOFING 0R TO MATCH EXISTING HOUSE LOWER FLR SUB SUB FLR- SECND FLR 4 12 2'-6" 4 12 10" CASED COLUMNS HORIZONTAL SIDING W/ PAINTED METAL CORNERS U.N.O COMPOSITION ROOFING 0R TO MATCH EXISTING HOUSE 1 4 HORIZONTAL SIDING W/ PAINTED METAL CORNERS U.N.O 5/4 X 8 TRIM CONTINUOUS 5/4 X 5 SIDE CASING 5/4 X 6 TOP CASING BEVEL SILL W/ 5/4 X 4 APRON TYP 4 6 2X4 BEVELED BELLY BAND W/ 5/4X4 APRON UNDER4 CONT RIDGE VENT WNDW HDR SECOND FLR LOWER FLR SUB 6' - 8 " 4 12 2'-6" 8" CASED POST UNO 4 5 4 7 4 6 8' - 1 1 / 2 " WNDW HDR SECOND FLR LOWER FLR SUB 12 " 8' - 1 3 / 8 " 6' - 8 " 4 12 2'-6" OPEN CLOSET 8'-0" 13 Risers @ 7.70” = 9’-0” 12 Treads @ 10 1/2" = 10' 6" STAIR/HALLBATHROOM 4 1 4 12 4'-7 1/4" 4 4 4 7 4 5 4 6 CONT RIDGE VENT 6 MIL V.B. CRAWL SPACE (1) STEP TO LANDING KITCHEN 1/2" GYP BD 8' - 1 1 / 2 " TYP WNDW HDR SECOND FLR LOWER FLR SUB 12 " 8' - 1 3 / 8 " 6' - 8 " 4 12 2'-6"4 1 22 ' - 8 " PREMANUFACTURED TRUSSES @ 24" O.C. 1/2" SHEATHING W/ R49 FIBERGLASS INSULATION 1" BAFFLE AS NEEDED 6 MIL V.B. CRAWL SPACE OPTIONAL 5:12 PITCH ROOF OPTIONAL 6:12 PITCH ROOF GREAT ROOM BEDROOM HALL 3' - 0 " 3'-0" 1/2" GYP BD UNDER STAIRS & WALLS BOXED HEADER AT RIM- SEE STRUCTURAL DETIAIL E1 . E N C H A N T M E N T 2 OF 4 6' - 8 " M I N 5' 5'-0" 2'-6"11'-3" 13'-9" 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: DATE: DRN: REV: 3/18/22 ji l l s o u s a a r c h it e c t 28 1 5 N . L a w r e n c e T a c o m a , W A 9 8 4 0 7 tel e : 2 5 3 . 4 6 8 . 9 6 6 2 ji l l @ j i l l s o u s a a r c h t e c t . c o m JFS RE N T O N A D U s REGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET R-21 TYP. R60 R30 FIBERGLASS INSULATION R30 FIBERGLASS INSULATION R20 TYP. 10 MIL V.B. 10 MIL V.B. E1 . E N C H A N T M E N T 3 OF 4 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 DATE: DRN: REV: 3/18/22 ji l l s o u s a a r c h it e c t 28 1 5 N . L a w r e n c e T a c o m a , W A 9 8 4 0 7 tel e : 2 5 3 . 4 6 8 . 9 6 6 2 ji l l @ j i l l s o u s a a r c h t e c t . c o m JFS RE N T O N A D U s REGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET R49R49 ENERGY CREDITS (2018 WSEC) TOTAL CREDITS NEEDED 3.0 CREDITS 2:1.0 4 8 porch FRAMING 10" COLUMN SCALE 1 1/2"= 1-'0"7 11" 1X10 CEDAR SKIRT BOARD PT. JOISTS PER STRUCTURL 6 1 / 2 " 6 1 / 2 " 3 1/2" ELEVATED POST BASE PER STRUCUTRAL CONC FOOTING PER STRUCTURAL SLD BLKNG 4X4 POST CONT TO FTG 1/2 X 2 BASE porch ROOF SCALE 1 1/2"= 1-'0"5 4X4 POST- CASED PER DETAIL 6 BELOW, W/ SOLD BLKNG CASED BEAM 5/4 X8 CONT TRIM 1 1/2" COVE, MITERED 2X4 CAP- BEVELED TOP CAULK & FLASH porch POST SCALE 1 1/2"= 1-'0"6 12 5 10" PREMAUNFACTUREED TRUSSES PORCH ROOF 4 4 1X10 -ALTERNATIING SLD BLKG 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 PROVIDE: TOTAL NFA VENTING: 914 SQ IN CONTINUOUS RIDGE VENTING: TOTAL 11 LIN FEET. 11 LIN FEET X 16 SQ. INCH PER FOOT = 176 SQ. IN COMPLIES WITH 1:150 RULE 2 6 2 6 TYP EAVE SCALE 1 1/2"= 1-'0"1 2'-6" O.H. 12 6 1' - 3 1 / 2 " H E E L 5/4 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 " H E E L 5/4 X 6 TOP CASING SOFFIT VENTING TO BE 2" CONTINUOUS ALUMINUM SOFFIT VENT= 9 SQ. IN/LIN FT PROVIDE 82 LIN FT X 9 = 738 SQ. IN 5:12 OPTIONAL PITCH (HEEL TO BE 1' 1 1/2") 2 1 / 2 " 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 8" M I N 7" X 16" FOUNDATION VENTS 3" C L R FOUNDATION TYP SCALE 1 1/2"= 1-'0"3 SEE STRUCTURAL FOR REINFORCEMENT AND DIMENSIONS 4" PERFORATED DRAIN PIPE 4" TIGHTLINED PVC PIPE, TO STORMDRAINAGE PER CIVIL FREE-DRAINING FILL W/ GEO-FILTER FABRIC LINING 6 MIL V.B. 2X6 STUD WALL @ 16"O.C 1/2" SHEATHING R21 FIBERGLASS INSUL. TYVEK OR APPROVED WRB 2X6 P.T. SILL NAILING PER SHEAR WALL SCHEDULE FIN FLR 12 " M I N . JOISTS PER STRUCTURAL W/R38 FIBERGLASS INSUL 1" 3" C L R FIN FLR PER STRUCTURAL 1% SLOPE FOUNDATION @ PORCH SCALE 1 1/2"= 1-'0" 4 SEE DETAIL 1 FOR TYPICAL NOTES FLASHING P.T. LEDGER PER STRUCUTRAL DECKING PER OWNER PER PLANS 18 " C E L A R A N C E B E L O W J O I S T S 12 " B E L O W S U P P O R T I N G B E A M S 6" CRAWL SPACE PT. JOISTS PER STRUCTURL SHEATHING PER STRUCTURAL/ SIDING PER EXTERIOR ELEVATIONS MAINTAIN MIN 6" CLEARANCE TO GRADE SEE STRUCUTRAL FOR RIM JOIST SIZE A& ATTACVHMENT FIREBLOCKING: FIREBLOCKING TO BE PROVIDED, AS REQUIRED IN R302.11, TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, AND FORM AN EFFECTIVE FIRE BARRIER BETWEEN BETWEEN TOP STORY AND THE ROOF SPACE AND BETWEEN STORIES. FIREBLOCKING TO BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS VERTICALLY AT CEILING AND FLOOR LEVELS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR IN SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCELAED SPACES AT STAIRS STRINGERS AT TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS TO COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH APPROVED MATERIAL TO RESIST FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THE ANNULAR SPACE DOES NOT NEED TO BE REQUIRED TO MEET ASTM 136 REQUIREMENTS. ROOF VENTING CALCS: 1/150 RULE: 2.6 SQUARE FEET OR 374 SQ IN MIN NFA VENT AREA REQUIRED: VENTED ROOF AREA: 390 SQ FT 1/300 RULE: 1.3 SQUARE FEET 187 SQ. IN (UPPER ROOF VENTING TO BE 40% -50% OF TOTAL) MIN VENT AREA REQUIRED 1/1500 RULE: 38 SQUARE INCHES VENTED CRAWL SPACE: 390 SQUARE FEET CALCULATIONS: FOUNDATION VENTING: PROVIDE CRAWL SPACE VENTILATION AT A RATE OF 1:1,500 OF THE VENTED AREA, UNLESS OTHERWISE INDICATED ON PLANS. PROVIDE 8" X 16" PREFABRICATED VENTS IN CONCRETE FOUNDATION, GRAY COLOR. OPENINGS SHALL BE PROVIDED WITH CORROSION PROOF MESH AS REQUIRED PER IRC. PROVIDE A WELL WALLS AT VENTS, IF NEEDED, TO PREVENT GROUND FROM INTERFERING WITH VENTS. PROVIDE MIN ONE VENT 3'-0" FROM EACH EXTERIOR CORNER, MIN 4 VENTS. PROVIDE A 6 MIL BLACK POLYETHYLENE OR EQUAL VAPOR BARRIER AT GROUND, LAP MIN. 12" AT JOINTS. EXTEND VAPOR BARRIER OVER CONC FOOTING AT INTERIOR AND UP EXTERIOR STEM WALL, MIN 12". CRAWL SPACES: PROVIDE CRAWL SPACE ACCESS, LOCATION AS SHOWN ON THE FOUNDATION PLAN. USE 2X P.T. FRAMING INSIDE OPENING IN CONCRETE STEM WALL FOR MIN 16" HIGH X 24" WIDE OPENING. PROVIDE A CONSTRUCTED WELL TO MAINTAIN AN AREA THAT IS AT LEAST AS WIDE AS THE ACCESS OPENING AND 24" DEEP, FOR CRAWL SPACES THAT EXTEND BELOW GRADE. THE BOTTOM OF THE AREA WAY SHALL BE AT LEAST 1" BELOW THE THRESHOLD OF THE ACCESS PANEL DOOR. ACCESS PANEL TO BE CONSTRUCTED OF PRESSURE-TREATED WOOD, PAINTED, OR OTHER MATERIAL RATED FOR GROUND CONTACT. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS ABOVE, OR HOLDDOWNS AS REQUIRED FOR SHEAR SUPPORT E1 . E N C H A N T M E N T 4 OF 4 4 DATE: DRN: REV: 318/22 ji l l s o u s a a r c h it e c t 28 1 5 N . L a w r e n c e T a c o m a , W A 9 8 4 0 7 tel e : 2 5 3 . 4 6 8 . 9 6 6 2 ji l l @ j i l l s o u s a a r c h t e c t . c o m JFS RE N T O N A D U s REGISTERED ARCHITECT Jill Fuerstneau Sousa STATE OF WASHINGTON NOT VALID UNLESS SIGNED 7155 PERMIT SET R60 R20 SEE WOOD FRAME ASSEMBLY OPTION 1 ON SHEET 3 R30 SEE WOOD FRAME ASSEMBLY OPTION 1 ON SHEET 3 SEE WOOD FRAME ASSEMBLY OPTION 1 ON SHEET 3 R60 R20 10 MIL V.B. GENERAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE 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 OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE ENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS NOTED IN THE DRAWINGS 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 AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS OR 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 TO PERFORM 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 REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. CODES BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 EDITION,AS AMENDED BY THE STATE OF WASHINGTON. STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN THE 2018 IRC EDITION IN EFFECT ON THE BID DATE, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. DESIGN CRITERIA FLOOR DESIGN DATA: IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING LOADS ARE USED FOR DESIGN: 40 BALCONIES (EXTERIOR) AND DECKS (WAC 51-51)60 SNOW DESIGN DATA: GROUND SNOW LOAD P g = 20 PSF (ASCE 7 FIGURE 7-1) FLAT-ROOF SNOW LOAD P f = 25 PSF MIN UNIFORM SNOW LOAD IN ACCORDANCE WITH SEAW WHITE PAPER 8-2010 WIND DESIGN DATA: BASIC WIND SPEED V = 110 MPH, ULTIMATE 3 SECOND GUST IRC FIGURE R301.2(5)A EXPOSURE CATEGORY B WITH TOPOGRAPHIC WIND EFFECT (EFFECTIVE VULT = 132 MPH) C WITH NO TOPOGRAPHIC WIND EFFECT (EFFECTIVE VULT = 110 MPH) PER IRC TABLE R301.2.1.5.1 EARTHQUAKE DESIGN DATA: SEISMIC-FORCE-RESISTING SYSTEM: ANALYTICAL PROCEDURE:IRC BRACED WALL PROVISIONS SEISMIC DESIGN CATEGORY D2 (IRC SECTION R301.2.2.1) RESPONSE MODIFICATION COEFFICIENT R = 6.5 (ASCE 7 TABLE 12.2-1) SYSTEM OVERSTRENGTH FACTOR Ω0 = 3 (ASCE 7 TABLE 12.2-1) DEFLECTION AMPLIFICATION FACTOR Cd = 4 (ASCE 7 TABLE 12.2-1) GEOTECHNICAL ALLOWABLE SOIL PRESSURE, LATERAL EARTH PRESSURE, AND SOIL PROFILE TYPE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER OR INSPECTOR. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED OR FOUND TO BE EXPANSIVE, NOTIFY THE CONTRACTING OFFICER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT EXTERIOR FINISHED GRADE. FOOTING DEPTHS AND ELEVATIONS SHOWN ON DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; CONTRACTOR SHALL ESTABLISH ACTUAL ELEVATIONS IN FIELD. BACKFILL BEHIND ALL WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE IN AN APPROVED MANNER. SOIL PROFILE TYPE SITE CLASS "D" ALLOWABLE VERTICAL DESIGN PRESSURE 1500 PSF SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION OF THESE ITEMS: CONNECTOR PLATE WOOD TRUSSES GLUED-LAMINATED MEMBERS EMBEDDED ITEMS IN CONCRETE CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. DEFERRED SUBMITTALS: DRAWINGS AND CALCULATIONS FOR BIDDER-DESIGNED COMPONENTS, SEALED BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTALS INCLUDE: PRE-FABRICATED WOOD TRUSSES SUBMITTALS OF BIDDER-DESIGNED COMPONENTS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OF ALL FORCES TRANSFERRED TO THE STRUCTURE. CALCULATIONS SUBMITTED FOR BIDDER-DESIGNED COMPONENTS 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: CEMENT ASTM C150, C595 * AGGREGATES ASTM C33 ADMIXTURES ASTM C260, C494, C1017 * * FLY ASH ASTM C618, CLASS F OR C CONCRETE MIXES SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO USE. COMPLY WITH IRC SECTION 402.2. MIXES SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: TYPE OF CONSTRUCTION CONCRETE 3,000 PSI CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, CHAPTER 26. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD 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 ADMIXTURE COMPLYING WITH ASTM C494 ADDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCIUM CHLORIDE OR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED. ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AIR-ENTRAINING AGENT COMPLYING WITH ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.3.1. TESTS FOR AIR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE TRUCK'S PLACING HOSE IN ACCORDANCE WITH 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 BETWEEN REINFORCING BARS NOR 1/5 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM AGGREGATE 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, AND INCLUDED IN MIX DESIGN SUBMITTALS. FIELD MEASURED SLUMP SHALL CONFORM TO SUBMITTED CONCRETE MIX DESIGN. SLUMP SHALL CONFORM TO ASTM C94. EMBEDDED ITEMS: CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR PASS THROUGH CONCRETE WITHOUT APPROVAL. ALUMINUM ITEMS SHALL NOT BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM 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 NEW CONCRETE IS PLACED AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. PLACE IN STRICT ACCORDANCE WITH 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 LESS THAN THE MATERIAL ON WHICH IT IS PLACED UPON. CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED IN ACCORDANCE WITH TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON DRAWINGS OR, AT CONTRACTOR'S OPTION, SHALL BE AN INTENTIONALLY ROUGHENED CONSTRUCTION JOINT DEFINED BY THE FOLLOWING: 1.SURFACE OF JOINT SHALL BE SAND BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE AGGREGATEEMBEDDED 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 TO PLACING CONCRETE. GENERAL STRUCTURAL NOTES THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTOR’S USE AND REFERENCE. SEE IRC SECTIONS R106.1.1 AND R106.1.2. RESIDENTIAL PRIVATE ROOMS AND CORRIDORS UNIFORM LIVE LOAD (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 COMPRESSIVE STRENGTH (f 'c) AT 28 DAYS, UNO A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S1 MODEL E1 GENERAL STRUCTURAL NOTES 4/10/2024 THE ENGINEER'S SEAL IS ONLY FOR THE CONCRETE STRENGTH CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS OF THEFOLLOWING 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-1 WRI "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE" MATERIALS: DEFORMED BARS ASTM A615, GRADE 60 (#3 AND #4 BAR MAY BE GRADE 40) SMOOTH WELDED WIRE BAR SUPPORTS CONFORM TO CHAPTER 3, CRSI MSP-1 1.ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORE THAN18 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 FOR BAR SIZES NO. 3 THROUGH NO. 6, AT LEAST 12 PERCENT FOR BAR SIZES NO. 7 THROUGH NO. 11, AND AT LEAST 10 PERCENT FOR BAR SIZES NO. 14 AND NO. 18. 3.IF MILL TEST REPORTS ARE NOT AVAILABLE, REINFORCEMENT SHALL BE TESTED PER THE SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REINFORCEMENT SHALL BE PLACED AND SUPPORTED IN ACCORDANCE WITH CRSI MSP-1. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH ACI SP-66. NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BE PERMITTED AFTER PARTIAL EMBEDMENT IN CONCRETE. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND ACI 318. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH 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 ON THE DRAWINGS OR APPROVED BY THE ENGINEER. TYPE 1 MECHANICAL SPLICES OF REINFORCING BARS SHALL BE MADE WITH THE FOLLOWING SYSTEMS AND SHALL DEVELOP A MINIMUM OF 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS: LENTON STANDARD, LENTON LOCK, LENTON FORMSAVER, DAYTON SUPERIOR BAR LOCK L-SERIES, DAYTON SUPERIOR DBDI MECHANICAL SPLICE SYSTEM. TYPE 1 MECHANICAL SPLICES AND WELDED SPLICES ARE NOT PERMITTED IN CONCRETE SHEAR WALLS, MOMENT FRAMES, AND STRUT MEMBERS. TYPE 2 MECHANICAL SPLICES SHALL MEET THE REQUIREMENTS LISTED ABOVE FOR TYPE 1 SPLICES AND SHALL ALSO 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 IAPMO EVALUATION REPORTS. CONCRETE COVER: UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE: SLABS ON GRADE 2" BOTTOM INTERIOR WALL FACES 3/4" (#11 AND SMALLER), 1 1/2" (#14 AND #18) EXPOSED FORMED WALL FACES 1 1/2" (#5 AND SMALLER), 2" (#6 AND LARGER) FOOTINGS 3" (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 FOR OTHER TYPES OF REINFORCEMENT WITHOUT APPROVAL BY THE ARCHITECT AND ENGINEER. FIBROUS REINFORCEMENT IS NOT AN ACCEPTABLE SUBSTITUTE FOR WELDED WIRE REINFORCEMENT IN COMPOSITE SLABS ON METAL DECK. SUBMIT PROPOSED PRODUCT DATA AND SPECIFICATIONS TO ARCHITECT FOR REVIEW BY ENGINEER. 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. ENGINEER SHALL DETERMINE CRACKS TO BE FILLED. CONTRACTOR SHALL USE "SIKAPRONTO 19" BY SIKA CORP, OR APPROVED EQUAL. THE FOLLOWING DOLLAR AMOUNTS SHALL BE INCLUDED: CONCRETE ANCHORAGE EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE. HILTI KWIK BOLT TZ (ESR-1917) 3/8" EXPANSION BOLTS 2 5/16" 1/2" EXPANSION BOLTS 3 5/8" 5/8" EXPANSION BOLTS 4 7/16" 3/4" EXPANSION BOLTS 5 9/16" SIMPSON STRONG-BOLT 2 (ESR 3037) 3/8" EXPANSION BOLTS 2 7/8" 1/2" EXPANSION BOLTS 3 7/8" 5/8" EXPANSION BOLTS 5 1/8" 3/4" EXPANSION BOLTS 5 3/4" 3/8" ROD OR #3 BAR 4" 1/2" ROD OR #4 BAR 5" 5/8" ROD OR #5 BAR 7" 3/4" ROD OR #6 BAR 9" 7/8" ROD OR #7 BAR 12" 1" ROD OR #8 BAR 15" 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 OR REINFORCING 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 HOLES SHALL BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY. WOOD REFERENCE 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 OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL 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 UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS PS 1-09, PS 2-10, OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-01. ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AS SHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED 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 EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" OC. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. ALL PRESSURE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS SHALL BE PRESSURE-TREATED TREATMENT) 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 GENERAL STRUCTURAL NOTES BELOW FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE-TREATED MEMBERS. INSTALL (2) LAYERS OF ASPHALT-IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. SAWN LUMBER: SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY APPROVED BY AN ACCREDITATION BODY COMPLYING WITH US DEPARTMENT OF COMMERCE PS20. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. SAWN LUMBER SPECIES AND GRADES SHALL BE AS FOLLOWS: JOISTS: (2x MEMBERS)HEM FIR NO. 2 Fb = 850 PSI, Fv = 150 PSI, E = 1,300 KSI (3x AND 4x MEMBERS)HEM FIR NO. 1 Fb = 975 PSI, Fv = 150 PSI, E = 1,500 KSI BEAMS AND STRINGERS:DOUGLAS FIR NO. 1 (INCLUDING 6x AND LARGER MEMBERS)Fb = 1,350 PSI, Fv = 170 PSI, E = 1,600 KSI POSTS: (4x MEMBERS) (6x AND LARGER MEMBERS)DOUGLAS FIR NO. 1 Fc = 1,000 PSI, E = 1,600 KSI STUDS, PLATES, LEDGERS &HEM FIR NO. 2 MISCELLANEOUS LIGHT FRAMING:Fb = 850 PSI, E = 1,300 KSI, Fc = 1,300 PSI, Ft = 525 PSI GENERAL STRUCTURAL NOTES PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH AWPA U1 (SHOP OR PLANT TREATMENT) AND M4 (FIELD ASTM 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), OR DEWALT PURE110+ (ESR-3298). INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-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. MINIMUM NAILING SHALL CONFORM TO IRC TABLE R602.3(1) OR CURRENT ICC-ES REPORT ESR-1539, UNLESS OTHERWISE NOTED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS SECTION 12.1.3. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" OC STAGGERED OR BOLTED TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 6'-0" OC (EMBED 7"), UNLESS OTHERWISE NOTED. 3" x 3" x 0.229" PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS PER IRC SECTIONS 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 12 INCHES 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-V4 Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI DOUGLAS FIR 24F-V8 Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI CONTINUOUS OR CANTILEVER BEAMS: GLUED LAMINATED MEMBERS (GLULAMS) SHALL BE MANUFACTURED IN CONFORMANCE WITH ANSI/APA A 190.0 AND ANSI A 190.1 AND ASTM D3737. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE: FIELD-DRILLED HOLES, CUTS, AND MINOR DAMAGE AREAS SHALL BE FIELD TREATED PER APWA M4, WITH AN ENGINEER APPROVED TREATMENT PRODUCT. ENDS THAT HAVE BEEN FIELD CUT AFTER TREATMENT SHALL BE SCATTER NAILED WITH 3-INCH COPPER NAILS AT 2-INCHES ON-CENTER EACH WAY IN ADDITION TO TREATMENT. GLULAMS SHALL BE INDUSTRIAL GRADE WHERE NOT EXPOSED TO VIEW AND ARCHITECTURAL GRADE WHERE EXPOSED TO VIEW. GLULAMS SHALL HAVE THE STRENGTH GRADES AS NOTED BELOW: HEM FIR NO. 1 Fc = 1,350 PSI, E = 1,500 KSI WALL FRAMING: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS AND THE ENDS UNDER GIRDER TRUSSES, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO SUPPORTS BELOW. A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S2 MODEL E1 GENERAL STRUCTURAL NOTES 4/10/2024 WALL SHEATHING SHALL HAVE A MINIMUM THICKNESS OF 15/32-INCH. STRUCTURAL ABBREVIATIONS PLYWOODPLWD APA AMERICAN PLYWOOD ASSOCIATION BLKG BLOCKING PENNYWEIGHT (NAILS)d BC DS BOF CA DRAG STRUT CONCRETE (EXPANSION) ANCHOR BOTTOM CHORD EPOXY (ADHESIVE) ANCHOR BOTTOM OF FOOTING PA NLG GRD HDR POWDER ACTUATED GIRDER NAILING HEADER TOW TC SHTHG TOP OF WALL SHEATHING TOP CHORD TWS THREADED WELDED STUD THREADED RODTR SJI STEEL JOIST INSTITUTE POUNDS PER CUBIC FOOTPCF MILES PER HOURMPH IJ ISOLATION JOINT HIGH STRENGTH BOLTHSB DEEPDP DEMOLISH, DEMOLITIONDEMO DIVIDER BEAM, DROPPED BEAMDB AMERICAN SOCIETY OFASCE AMERICAN IRON ANDAISI ELEV ELEVATOR JOIST JOINT JST K JT POUND LEVEL KSI LB, # LEV L LL LLH LONGIT LOC LLV LF KSF KIP (1,000 LB) KIPS PER SQUARE FOOT KIPS PER SQUARE INCH LENGTH, ANGLE LINEAL FOOT LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LOCATION, LOCATE MATERIAL MINIMUM MAXIMUM LSH MATL MB MECH MIN MISC MFR MAX NOMINAL NUMBER NF NO, # NOM NIC NS NTS OD OC N-S MTL METAL MECHANICAL MANUFACTURER MISCELLANEOUS NEAR FACE NOT IN CONTRACT NORTH-SOUTH NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER MACHINE BOLT LONG SLOTTED HOLE OPENING OPPOSITE PANEL PLACES OPP OPNG PCC OSH PERP PL PNL PLCS PEN RADIUS PS PSI PSF PT PVC RD R, RAD P.T. PREFAB PP, PJP PRECAST CONCRETE PENETRATION PERPENDICULAR PLATE, PROPERTY LINE PARTIAL JOINT PENETRATION PREFABRICATED PRESTRESSED CONCRETE POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POINT, PRESSURE TREATED POLYVINYL CHLORIDE ROOF DRAIN POST-TENSIONED OVERSIZED HOLE OUTSIDE FACEOF LOW POINTLPT & AB ACI @ AND AT ANCHOR BOLT ADJ ANCH ALT AISC AR AWS ASTM ARCH APPROX ANCHOR ROD APPROXIMATE ANCHOR ALTERNATE ADDITIONALADDL AMERICAN WELDING SOCIETY AMERICAN SOCIETY FOR ARCHITECT, ARCHITECTURAL AMERICAN INSTITUTE OF ADJACENT, ADJUSTABLE AMERICAN CONCRETE INSTITUTE BAL B/ BLDG BF BOT BRG BTWN BU BM BALANCE BETWEEN BEARING BOTTOM BEAM BUILDING BUILT-UP BRACED FRAME, BOTTOM FLANGE BOTTOM OF C CANTIL CC CAP CIP CJ CLR CL CG CAPACITY CLEAR CENTERLINE CAST-IN-PLACE CANTILEVER CONTROL JOINT, CENTER OF GRAVITY CENTER-TO-CENTER CAMBER, CHANNEL COL CONC CONT CONN CONST CU YD CTR COORD CONTR CUBIC YARD CENTER, CENTERED COORDINATE CONTRACTOR CONSTRUCTION CONNECTION CONCRETE COLUMN DBA DBL DET DEG, DIAG DIA DIM DICA DIAPH DIMENSION DIAPHRAGM DIAGONAL DIAMETER DETAIL DEGREE DOUBLE DEFORMED BAR ANCHOR CONTINUE, CONTINUOUS DRILLED-IN CONCRETE ANCHOR CONCRETE MASONRY UNITCMU REQUIRED RETURN SCHEDULE SECTION SHEET SIMILAR REQD REINF RTN SCHED SIM SHT SECT SQUARE STIFFENER STIRRUP STEEL SUPPORT SPEC SPC SST STD SSH SQ STL STIR STIF SYMM SPRT STRUCT SOG SLAB ON GRADE SPACE, SPACED, SPACING SPECIFICATION STAINLESS STEEL SHORT SLOTTED HOLE STANDARD STRUCTURAL SYMMETRICAL, SYMMETRY REINFORCING TOP OF THROUGH SW T&B T/ THK THRU TOF TOS TOC TEMP TYPICAL WIDTH, WIDE FLANGE WITH WOOD VERTICAL TYP UNO UBC W WD WHS W/ VERT TRANS THICK, THICKNESS TRANSVERSE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE WELDED HEADED STUD TOP OF CONCRETE TOP OF STEEL TOP OF FOOTING TOP AND BOTTOM TEMPERATURE SHEAR WALL WEIGHTWT WP WWF WORK POINT WELDED WIRE FABRIC W/O WITHOUT DO DN DWL DWG EA EE EJ EL EF (E), EXIST ELEVATION EACH FACE EACH END EACH EXISTING DOWEL DRAWING DITTO DOWN ENGR ETC ES EQUIP EQ EMBED EXP EW E-W FD EXT ET CETERA FLOOR DRAIN EAST-WEST EACH WAY EXPANSION EXTERIOR EMBEDMENT ENGINEER EQUIPMENT EACH SIDE ELECTRICALELEC EXPANSION JOINT EARTHQUAKE, EQUAL FF FEMA FDN FIN FLG FLR FS FT, ' FTG GALV GA FAR SIDE GALVANIZED FEET FOOTING GAGE, GAUGE FOUNDATION FAR FACE, FINISH FLOOR FINISH FLOOR FLANGE GEN GB, GR BM GRND HGR HPT HK HORIZ HIGH POINT HANGER HOOK HORIZONTAL GROUND GRADE BEAM GENERAL FEDERAL EMERGENCY INSIDE FACE INCH INCLUDE INFORMATION INTERIOR HT HSS IF IBC ID INFO INCL IN, " INT HEIGHT INTERNATIONAL BUILDING CODE HOLLOW STRUCTURAL SECTION INSIDE DIAMETER DEAD LOADDL REFERENCEREF PLF POUNDS PER LINEAR FOOT LONG LEGS BACK TO BACKLLBB COMPLETE JOINT PENETRATIONCJP, CP REMAINDERREM OPEN WEB JOISTOWJ CONCRETE REINFORCEDCRSI STAG STAGGER, STAGGERED MF MOMENT FRAME CONTROL DENSITY FILLCDF STEEL CONSTRUCTION STEEL INSTITUTE CIVIL ENGINEERS TESTING AND MATERIALS CONSTRUCTION JOINT STEEL INSTITUTE MANAGEMENT AGENCY BP BASE PLATE DESIGN-BUILDD-B EXT GR EXTERIOR GRADE GL, GLU LAM GLUE LAMINATED WOOD GLB GLUE LAMINATED BEAM HLDN HOLD DOWN PRCST PRECAST REBAR REINFORCING STEEL BARS T&G TONGUE AND GROOVE WIJ WOOD I-JOIST LSL LAMINATED STRAND LUMBER DIST DISTANCE THP TENDON HIGH POINT HD HOLD DOWN AFF ABOVE FINISHED FLOOR HORIZONTAL GLULAM MEMBERS AND INCLINED MEMBERS OF LESS THAN 1:1 SLOPE SHALL HAVE A RADIUSED CAMBER 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 IN ACCORDANCE WITH ANSI/TPI 1 AND IRC SECTION R802.10 FOR SPANS, AND CONDITIONS SHOWN ON DRAWINGS.DESIGN LOADS SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD PER DESIGN LOADING CRITERIA BOTTOM CHORD LIVE LOAD PER DESIGN LOADING CRITERIA TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 5 PSF WIND UPLIFT (TOP CHORD)10 PSF (NET) TRUSS DEFLECTION REQUIREMENTS: LIVE LOAD L/360 TOTAL LOAD L/240 THE TRUSS MANUFACTURER SHALL DESIGN THE TEMPORARY AND PERMANENT TRUSS BRACES IN ACCORDANCE WITH 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 REGISTERED PROFESSIONAL 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 TRUSS FABRICATION. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SHOP DRAWINGS AND CALCULATIONS SHALL BE PROVIDED AS A DEFERRED SUBMITTAL TO THE ARCHITECT AND STRUCTURAL ENGINEER PER 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 THE MANUFACTURER UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE TRUSS MANUFACTURER SHALL PROVIDE ALL 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 TRUSS BRACING AND BRIDGING. ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALS SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 OR 316 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS. SIZE DIAMETER LENGTH 6d 0.113"2" 8d 0.131"2 1/2" 10d 0.148"3" 12d 0.148"3 1/4" 16d 0.162"3 1/2" 20d 0.192"4" GENERAL STRUCTURAL NOTES WOOD (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-ITEM SUBSTITUTION AND CAPACITY COMPARISONS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND 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 SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESS OTHERWISE 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 WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2018 NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2018 NDS 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 WITH A 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 ZINC COATED WITH COATING WEIGHTS COMPLYING WITH ASTM B 695, CLASS 55 MINIMUM. PLAIN CARBON STEEL FASTENERS IN WOOD PRESERVATIVE TREATED WITH SBX/DOT OR ZINC BORATE ARE NOT REQUIRED TO BE GALVANIZED. 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 ADJOINING STUD TO PROVIDE LATERAL SUPPORT TO PREVENT ROTATION. ADDITIONALLY, IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2, LATERAL RESTRAINT SHALL BE PROVIDED AT EACH INTERMEDIATE SUPPORT. CNTRD CENTERED RIM BOARD SHALL BE CONNECTED TO THE SUPPORTING DOUBLE TOP PLATE USING SIMPSON A35 CLIPS AT 24" OC UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED, HANGERS WHICH ARE TO BE ATTACHED TO WALLS SHALL BE ATTACHED TO DOUBLE FLATWISE STUDS, 4x OR LARGER POST, OR STUD PACK SO THAT THE HANGER'S NAILS PENETRATE A MINIMUM OF 10 NAIL DIAMETERS INTO SOLID WOOD. WHEN HANGERS ARE APPLIED TO THE BRACED WALL'S OR SHEAR WALL'S SHEATHING, THE HANGER'S NAILS SHALL CONNECT TO AND PENETRATE INTO DOUBLE FLATWISE STUDS, POST, OR STUD PACK AS NOTED ABOVE. STUDS AND POSTS SHALL BE FULL HEIGHT. A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S3 MODEL E1 GENERAL STRUCTURAL NOTES AND ABBREVIATIONS 2018 PT 4/10/2024 26'-0" 15 ' - 0 " 2' - 8 3 / 4 " 9' - 6 1 / 2 " 4'-105 8" CRAWL ACCESS PER ARCH 8" WIDE CONC STEM WALL W/ 16" WIDE x 8" CONC FTG, TYP 4x4 POST W/ CBSQ44-SDS2 POST BASE (2) LOCATIONS 2'-6"x2'-6"x1'-0" CONC FOOTING W/ (3) #4 EA WAY BOT (2) LOCATIONS 3 S8 4 S8 5 S8 SW4SW4 SW 4 SW 4 AT HOUSE ENTRANCE, THE BOT OF THE FOUNDATION SHALL BE A MIN OF 22" BELOW FINAL GRADE WITH A MIN FOOTING THICKNESS OF 12" SIMPSON SSTB28 W/ MIN 25" CONC EMBEDMENT AT THE WALLS ENDS, TYP. CONN TO SIMPSON HDQ8-SDS3 AND ATTACHED 4x6 MIN END STUD, TYP THE BOTTOM OF THIS 26'-0" LONG FOUNDATION SHALL BE A MIN OF 22" BELOW FINAL GRADE WITH A MIN FOOTING THICKNESS OF 12" A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S4 MODEL E1 FOUNDATION PLAN FOUNDATION PLAN SCALE: NTS 39340 S F E T TA I N O G T N O WASH R R ETGIES DE IGE EEN O R LNA P F O R SS E I N THE ENGINEER'S SEAL IS ONLY FOR SHEAR WALLS FOUNDATION PLAN NOTES & LEGEND ITEMS: 1.SEE ARCHITECTURAL DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH DETAIL 4/S9. 2.EXTERIOR WALLS, INCLUDING CRIPPLE WALLS, SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS (CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGES AND 6" OC PANEL NAILING WITH 12" OC FIELD NAILING. USE MINIMUM 8d COMMON NAILS WITH MIN 1 1/2" INCHES OF PENETRATION AND MAXIMUM STUD SPACING OF 16" OC, PER IRC TABLE R602.3(3). 3.SEE DETAIL 4/S11 FOR SILL PLATE ANCHORS. 4.SEE THE ARCHITECTURAL DRAWINGS FOR FOUNDATION VENTING LOCATIONS. 5. CS-WSP WALLS PER PLAN NOTE #2 6. SHEAR WALL PER DETAIL 11/S11 7.SEE DETAIL 9/S10 FOR WALL INTERSECTION NAILING. 2021 4/10/2024 4/10/2024 SEE PLAN NOTE #1 2x12 @ 16" OC PT 2x8 @ 16" OC PT 4x8 PT 4x8 PT 4 x 1 0 3 S8 4 S8 5 S8 H D B HD B H D B HD B HD B HDB HDB HD B SW4 SW4 SW 4 SW 4 SIMPSON HUC48, TYP A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S5 MODEL E1 FIRST FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" FIRST FLOOR FRAMING PLAN NOTES & LEGEND ITEMS: 1.FLOOR SHEATHING SHALL BE 23/32” T&G SHEATHING (PANEL SPAN RATING 48/24). NAIL SHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/10d @ 6” OC. NAIL SHEATHING TO ALL INTERMEDIATE FRAMING W/ 10d @ 12” OC. GLUE SHEATHING AT ALL SUPPORTS 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 FOR WALL TYPES. 4.FOR 4'-0" MAXIMUM OPENING, USE MINIMUM 1 FULL HEIGHT STUDS, KING STUDS, ON EACH SIDE OF THE OPENING. FOR OPENINGS GREATER THAN 4'-0", USE A MINIMUM OF TWO CONTINUOUS STUDS ON EACH SIDE OF THE OPENING. SEE DETAIL 7/S10 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, UNO 7.INSTALL 'HU' HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS AND ALL FLUSH SKEWED FRAMING CONNECTIONS UNO. 8.EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL (CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGES AND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD NAILING. USE MINIMUM 8d COMMON NAILS WITH MIN 1 1/2" OF PENETRATION AND MAXIMUM STUD SPANCING OF 16" OC, PER IRC TABLE R602.3(3). 9. SPAN DIRECTION OF FRAMING MEMBERS. 10.ALL STUDS TALLER THAN 10'-0" PLEASE SEE DETAIL 3/S10. 11. CS-WSP WALLS PER PLAN NOTE #8 12. SHEAR WALL PER DETAIL 11/S11 13.SEE DETAIL 9/S10 FOR WALL INTERSECTION NAILING. 39340 S F E T TA I N O G T N O WASH R R ETGIES DE IGE EEN O R LNA P F O R SS E I N THE ENGINEER'S SEAL IS ONLY FOR SHEAR WALLS 2021 4/10/2024 4/10/2024 SEE PLAN NOTE #1 2x10 @ 12" OC PRE-ENGINEERED TRUSSES @ 24" OC PT 4x8 PT 4x8 PT 4 x 1 0 OPEN AT STAIR DOUBLE JOIST SIMPSON HUS210-2 (2) 2x10(2) 2x10 (2 ) 2 x 1 2 PRE-ENGINEERED TRUSSES @ 24" OC 2 S8 PROVIDE BOX BEAM AT STAIR OPENING W/ (2) 2x10 RIM JOISTS AND TOP AND BOTTOM PLATES, SEE DETAIL 5/S10 4x OR DBL 2x STUD DBL 2x10 SISTERED TOGETHER W/ 10d NAILS @ 9" OC MAX, STAGGERED W/ 1 1/2" MAX EDGE DISTANCE. CONNECT DBL 2x10 TO 4x OR DBL 2x PER SECTION 1/S10 (2) 2x10 TRIPLE JOIST, SISTER BY USING 16d NAILS @ 9" OC STAGGERED TO CONNECT OUTER 2x TO CENTER 2x SLOPED FLOOR, SEE SECTION 1/S10 PROVIDE SIMPSON ECCLQ-SDS2.5 POST CAP, TYP PROVIDE SIMPSON HUC48, TYP 2x4 FLAT BLOCKING, UNDER PANEL EDGES, USE SIMPSON Z2 CLIPS W/ (4) 0.148 x 1 1/2" NAILS, TYP AT EA END OF FLAT BLOCKING 4' - 0 " MA X 4' - 0 " 4' - 0 " EDGE OF STAIR FRAMING, SHEATHING PANEL EDGES SHEATHING PANEL EDGES SHEATHING PANEL EDGES SHEATHING PANEL EDGES, EDGE OF EXT WALL STAIR OPENING NOTE: 1.FLOOR JOIST AND FLOOR BEAMS NOT SHOWN. 2.SHEATHING PER GENERAL STRUCTURAL NOTES & PLAN NOTE. 3.PANEL EDGES SHALL BE NAILED PER PLAN NOTES (MAX NAIL SPACING OF 6" OC USING 10d NAILS). 4.SHEATHING PANEL EDGES SHALL BE SUPPORTED, GLUED, AND NAILED. 5.NOT ALL SHEATHING PANEL EDGES ARE SHOWN. SECOND FLOOR BLOCKING PLAN SCALE: NTS 2 NOT USED SCALE: NTS 1 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S6 MODEL E1 SECOND FLOOR / LOW ROOF FRAMING PLAN SECOND FLOOR/LOW ROOF FRAMING PLAN SCALE: NTS SECOND FLOOR/LOW FRAMING PLAN NOTES & LEGEND ITEMS: 1.FLOOR SHEATHING SHALL BE 23/32” T&G SHEATHING (PANEL SPAN RATING 48/24). NAIL SHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/10d @ 6” OC. NAIL SHEATHING TO ALL INTERMEDIATE FRAMING W/ 10d @ 12” OC. GLUE SHEATHING AT ALL SUPPORTS W/ ADHESIVE CONFORMING TO A.P.A. SPECIFICATION AFG-01. BLOCK DIAPHRAGM PER 2/S6. 2.FLOOR JOISTS SHALL BE 2x10 @ 12" OC, UNO. 3.STUD WALLS SHALL BE 2x STUDS @ 16" OC, UON. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES. 4.FOR 4'-0" MAXIMUM OPENING, USE MINIMUM 1 FULL HEIGHT STUDS, KING STUDS, ON EACH SIDE OF THE OPENING. FOR OPENINGS GREATER THAN 4'-0", USE A MINIMUM OF TWO CONTINUOUS STUDS ON EACH SIDE OF THE OPENING. SEE DETAIL 7/S10 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, UNO 7.INSTALL 'HU' HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS AND ALL FLUSH SKEWED FRAMING CONNECTIONS UNO. 8.EXTERIOR WALLS SHALL BE CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL (CS-WSP) AS DESCRIBED IN THE 2018 IRC TABLE R602.10.4, WITH BLOCKED PANEL EDGES AND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD NAILING. USE MINIMUM 8d COMMON NAILS WITH MIN 1 1/2" OF PENETRATION AND MAXIMUM STUD SPANCING OF 16" OC, PER IRC TABLE R602.3(3). 9. SPAN DIRECTION OF FRAMING MEMBERS. 10.ALL STUDS TALLER THAN 10'-0" PLEASE SEE DETAIL 3/S10. 11. CS-WSP WALLS PER PLAN NOTE #8 12.SEE DETAIL 9/S10 FOR WALL INTERSECTION NAILING. 39340 S F E T TA I N O G T N O WASH R R ETGIES DE IGE EEN O R LNA P F O R SS E I N THE ENGINEER'S SEAL IS ONLY FOR THE SHEAR WALLS AND BOX BEAM AND LEDGER DETAIL, AND BLOCKED DIAPHRAGM, DETAIL 2/S6. 2021 DOUBLE JOIST W/ 10d NAILS @6" OC, MAX, STAGGERED 4/10/2024 4/10/2024 THE ENGINEER'S SEAL IS ONLY FOR THE SHEAR WALLS, BOX BEAM, DETAIL 2/S6, AND THE BLOCKED DIAPHRAGM. (2 ) 2 x 1 2 GI R D E R T R U S S GI R D E R T R U S S HIP T R U S S HIP TRUSS SEE PLAN NOTE #1 H I P T R U S S HI P T R U S S LOW ROOF SEE S6 2 S8 2 S8 PRE-ENGINEERED TRUSSES @ 24" OC PRE-ENGINEERED TRUSSES @ 24" OC PRE-ENGINEERED TRUSSES @ 24" OC PRE-ENGINEERED TRUSSES @ 24" OC PRE-ENGINEERED TRUSSES @ 24" OC A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S7 MODEL E1 ROOF FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/4"=1'-0" ROOF FRAMING PLAN NOTES & LEGEND ITEMS: 1.ROOF SHEATHING SHALL BE 19/32" SHEATHING (PANEL SPAN RATING 32/16). NAIL SHEATHING TO ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING AND SHEAR WALLS BELOW W/ 10d @ 6" OC. NAIL SHEATHING TO ALL INTERMEDIATE FRAMING W/ 10d @ 12" OC. INSTALL PSCA PANEL SHEATHING CLIPS CENTERED 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 AND BRACING AND RELATED CONNECTION DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL TRUSS CONFIGURATIONS. REFER TO GENERAL STRUCTURAL NOTES FOR OTHER REQUIREMENTS. 3.SOLID FLAT BLOCKING IS REQUIRED AT ALL UNFRAMED RIDGES, HIPS AND VALLEYS FOR SHEATHING 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 EACH SIDE OF THE OPENING. FOR THE OPENINGS GREATER THAN 4'-0", USE A MINIMUM OF TWO CONTINUOUS STUDS ON EACH SIDE OF THE OPENING. SEE DETAIL 7/S10 FOR ADDITIONAL REQUIREMENTS. 6.INSTALL "HU HANGERS AT ALL FUSH WOOD BEAM-TO-BEAM BEAM CONNECTIONS AND ALL 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 EDGES AND 6" OC PANEL EDGE NAILING WITH 12" OC FIELD NAILING. USE MINIMUM 8d COMMON NAILS WITH MIN 1 1/2" OF PENETRATION AND MAX STUD SPACING OF 16" OC, PER IRC TABLE R602.3(3). 8. SPAN DIRECTION OF FRAMING MEMBERS. 4/10/2024 2021 #4 CONT @ 12" OC (DBL BARS AT TOP & BOT) LAP 2'-0" AS REQD #4 x @ 12" OC (ALT HOOK) SEE 4/S8 FOR REINF NOT SHOWN 2x FASIA BOARD ATTACH TO EA TRUSS W/ (2) 8d NAILS SHTHG AND PANEL EDGE NAILING PER PLAN HEADER PER PLAN WHERE OCCURS SHTHG AND PANEL EDGE NLG PER PLAN TRUSS BLKG PANEL PER TRUSS MFR ATTACH TO EA TRUSS W/ (2) SIMPSON A35 CLIPS A35 CLIP @ 24" OC PRE-ENGINEER TRUSSES W/ HEEL PER ARCHITECT SILL PLATE NLG 16d @ 6" OC 2x RIM BOAD, ATTACH TO SILL W/ A35 @ 24" OC SHEAR WALL AND PANEL EDGE NLG PER PLAN SHTHG AND NAILING PER PLAN 2x JOISTS PER PLAN PT 2x SILL PLATE AND AB PER 4/S11 8" M I N FOUNDATION WALL AND FTG PER PLAN 3" C L R SHTHG AND NLG PER PLAN SHEAR WALL AND PANEL EDGE NLG PER PLAN 8" M I N 3" C L R FOUNDATION WALL AND FTG PER PLAN 2x JOISTS PER PLAN PT 2x SILL PLATE W/ AB PER 4/S11 SILL PLATE NLG 16d @ 6" OC 3x RIM BOARD, ATTACH TO SILL W/ A35 @ 24" OC POST BEYOND PER PLAN PT 2x RIM BOARD W/ (2) 8d NAILS TO EA JST PT 2x CAR DECKING, ATTACH TO JOISTS W/ (2) 8d NAILS PT 2x JOISTS PER PLAN BEAM PER PLAN CONC FTG PER PLAN BERYOND 3" C L R PER PLAN 2" M I N 2" M I N PT 2x LEDGER, ATTACH TO RIM BOARD W/ (2) ROWS 1/4" DIA x 4" SIMPSON SDS SCREWS @ 9" OC STAGGERED OVERHANG PER ARCH 2'-6" MAX 2x FACIA BOARD ATTACH TO EA OUTRIGGER W/ (2) 8d NAILS OUTRIGGER PER TRUSS MFR SHTHG AND PANEL EDGE NLG PER PLAN GABLE END TRUSS PER MFR A35 CLIP @ 24" OC GABLE END TRUSS PER MFR TRUSSES PER PLAN ADD 2x6 PLATE TO TOP PLATE, ATTACH W/ 16d @ 6" OC 2x6 BRACE @ 48" OC, ATTACH TO BLKG W/ (4) 10d NAILS, AND ATTACH TO PLATE W/ SIMPSON A35 2x BLKG ATTACH TO TRUSS EA END WITH A35 CLIP AND W/ (3) 10d NAILS (AS SHOWN) PROVIDE SIMPSON H1 CLIP AT EA TRUSS TO TOP PLATE NOTE: FOOTING (FTG) THICKNESS SHALL NOT BE LESS THAN 6" PER IRC TABLE R403.1(1). NOTE: FOOTING (FTG) THICKNESS SHALL NOT BE LESS THAN 6" PER IRC TABLE R403.1(1). JOIST PER PLANS, USE SIMPSON HU HANGER TO CONNECT TO LEDGER, TYP A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S8 MODEL E1 DETAILS OVERHANG PER ARCH 2'-6" MAX H1.81Z 2" MI N 2'-6" 4/10/2024 PT TREADS AND PT STAIR CARRIAGE, TYP. B/ FTG SEE STRUCT NOTES FOR COVER MATCH FTG BOT REINF b 1.5H MIN H 2' - 0 " MA X L TYP D MIN STEEP AS POSSIBLE 1.5H MIN 1 8" H D MI N D FT G TH K SECTIONELEVATION FTG REINF TO BE CONT 3xD OR 6" CLR (WHICHEVER IS GREATER) MIN BTWN ADJ PIPE SLEEVES L b OPTIONAL CONST JT FTG PER PLAN NOTES: 1.PIPE MUST RUN PERPENDICULAR THROUGH WALL. 2.MAXIMUM SLEEVE DIAMETER EQUAL TO 8". EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG NOT ALLOWED BELOW THIS LINE SIZE & QUANTITY TO MATCH FTG REINF FDN WALL PIPE SLEEVES: ID OF SLEEVE SHALL BE 2" MIN LARGER THAN OD OF PIPE NO P I P E S H A L L PA S S T H R U F T G 2' - 0 " MA X 9" MIN 2 1 D . TRENCH .1'-6" MINLb 1 2" 4" M I N 3" CL R MI N TYPICAL STEPPED FOOTING DETAIL SCALE: NTS 3 TYPICAL PIPE ENCASEMENT FOOTING SCALE: NTS 4 6"MI N BEND DIAMETER SCHEDULE CROSSTIES BEAM STIRRUPS COLUMN TIES SPLICE HOOKS AND BENDS SPLICES FOR SUCCESSIVE TIES TO BE PLACED AT ALTERNATE CORNERS BARS LARGER THAN #11 SHALL BE WELDED OR MECHANICAL SPLICED WALL BARS SHALL BE TIED TOGETHER ALTERNATE 90°AND135° ENDS ON CONSECUTIVE CROSSTIES db =BAR DIA D =FINISHED INSIDE BEND DIAMETER D =6 db FOR #3 THRU #8 D =8 db FOR #9, #10 AND #11 D =10 db FOR #14 AND #18 CROSSTIE HOOK AT ADJACENT BARS 6 db MIN FOR #5 AND SMALLER 12 db MIN FOR #6, #7 AND #8 6 d b 3" M I N 16 db EX T E N S I O N D D D D 4 db 2 1/2" MIN 12 d b 6" M I N . 6 db 3" M I N 1'-0" MIN SEE 12/S9 6 d b 3" M I N 1' - 6 " LA P #3 @ 8" W/ 180º HOOKS CORNER BAR INTERSECTING BAR W/ STD HOOK END BAR Lbt UP TO 2'-0" 2'-0" TO 4'-0" UP TO 2'-0" 2'-0" TO 4'-0" TYP WALL STL W/ 180° HOOKS #3 @ 8"TYP WALL STL W/ 180° HOOKS . . LbtLbt Lbt Lbt Lbt Lbt TYPICAL CONCRETE WALL PLAN DETAILS SCALE: NTS 11 BAR BEND AND LAP DETAILS SCALE: NTS 7 TYPICAL REINFORCING AND SPLICE LENGTH TABLES SCALE: NTS 12 DEVELOPMENT # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 3 OTHER BARSTOP BARS I BAR SIZE MINIMUM STRAIGHT DEVELOPMENT LENGTH (Lb ) "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THE BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BAR DIAMETERS, 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 (L b ) (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 # 3 OTHER BARS f'c = 3,000 PSI TOP BARSBAR SIZE "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THE BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BAR DIAMETERS, 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 I MINIMUM EMBEDMENT LENGTHS (Ldh ) FOR STANDARD END HOOKS # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 3 f'c = 3,000 PSIBAR SIZE 5" 6" 8" 9" 11" 13" 14" 16" 18" I I I f'c = 3,000 PSI A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S9 MODEL E1 DETAILS 4/10/2024 1. NOTE: AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE CS16 x 2'-0" STRAP. NO REINFORCING REQUIRED STRAP REINFORCING 2 1/4" MAX HOLE 1 1/2" MIN, ES 2 1/8" DIA MAX HOLE 5/8" MIN, ES 3 1/4" DIA MAX HOLE 1" MIN, ES 3/4" MIN, ES 1 1/2" DIA MAX HOLE PSPN516 Z STRAP PSPN516 Z STRAP 1. NOTE: NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS. 6" MA X 3/4" MAX 2x4 STUDS (3x4 SIMILAR) 6" MA X 1 1/4" MAX 2x6 STUDS (3x6 SIMILAR) SINGLE STUD (NO REINF REQD) DOUBLE STUDS (NO MORE THAN TWO SUCCESSIVE STUDS MAY BE BORED) 1 1/2" MAX HOLE 2 1/4" MAX HOLE 3 1/4" MAX HOLE 2 1/8" MAX HOLE 5/8" MIN, ES 3/4" MIN, ES 1 1/2" MIN, ES 1" MIN ES 2x4 STUDS (3x4 SIMILAR) 2x6 STUDS (3x6 SIMILAR) HOLES ALLOWED THRU STUDS SCALE: NTS 12ALLOWABLE NOTCHES IN STUDS SCALE: NTS 11ALLOWABLE HOLES THRU TOP PLATES SCALE: NTS 10 2.BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF THE CUT OR NOTCH IN STUD. (IRC FIG R602.6(2)) SOLID BLKG WHERE POST ABV OCCURS BM PER PLAN POST PER PLAN, NAIL MULTI STUD POST TOGETHER PER GENERAL NOTES FULL-HT STUD PER 4/S10 TYP WALL STUDS CONT TOP PLATE SPLICE PER 8/S10 POST ABV WHERE OCCURS 3" 16d @ 12" OC STAG ELSEWHERE(8) 16d @ 4" OC STAG ES OF SPLICE BOT CHORD SPLICE TOP CHORD SPLICE SPLICE TO OCCUR AT CL OF VERT STUD, TYP 6'-0" MIN BETWEEN SPLICES TYPICAL INTERIOR HEADER DETAIL SCALE: NTS 7 TYPICAL PLATE SPLICE DETAIL SCALE: NTS 8 PROVIDE SIMPSON A35 AT TOP AND BOTTOM OF THE HEADER SILLS PER 6/S10 TYPICAL OPENING IN EXTERIOR WALL SCALE: NTS 4 HDR PER PLAN (EL VARIES) AND 6/S10 3x BLKG BTWN STUDS WHERE OCCURS STUD WALL PER PLAN (2) FULL- HT STUDS WHERE L > 4'-0", OTHERWISE (1) FULL-HT STUD BOT SILL PL PER DETAILS JAMB STUDS PER PLAN L (OPNG PER ARCH) CONT TOP PLATE, SPLICE PER 8/S10 CLIPS PER 3/S10 T&B OF STUDS WHERE OCCURS (2) 2x PLATES W/ (2) A35 EACH END 3" S10 7 WOOD STUD PER PLAN OR DET SEE NOTE 1 END NAIL SOLE PL TO EA WALL STUD W/ (2) 16d, UNO 1. NOTE: ALL STUDS GREATER THAN 10'-0" IN HEIGHT AND SUBJECT TO WIND LOADING SHALL BE ATTACHED TO TOP AND BOTTOM PLATES WITH A35, UNO. WOOD STUD TO WALL PLATE SCALE: NTS 3 SIMPSON HUCQ610-SDS, PROVIDE SOLID BLOCKING BETWEEN HEADER VERTICALS AS NEEDED TO FILL HANGER HEADER PER PLAN 6x6 POST PER PLAN HEADER PER PLAN TYP HEADER CONN AT CORNER POST SCALE: NTS 2 TYP HEADER SECTION SCALE: NTS 6 WALL ABOVE OPENING 2x SILL TOP AND BOT OF HEADER, ATTACH PLATES TO HEADERS W/ 10d NAILS @ 9" OC WALL OPENING PER PLAN AND ARCH SHEATHING AND NAILING PER PLAN SHEATHING AND NAILING PER PLAN 2x4 @ 16" OC CLOSET WALL ABOVE PER PLAN (2) 2x BEAM PER PLANS, CONNECT TO DOUBLE WALL STUDS OR 4x WALL MEMBER W/ HUC210-2 EA END, TYP 2x10 JOISTS @ 16" OC, PROVIDE SIMPSON LSSR210Z EA END JOIST PER PLAN BUILT-UP BEAM PER PLAN SLOPED CLOSET FLOOR FRAMING SCALE: NTS 1 16d COMMON NAILS @ 12" OC MAX (PER IRC TABLE R602.3 (1)) PANEL EDGE NAILING PER PLANS PANEL EDGE NAILING PER PLANS PLAN AT INTERSECTION PLAN AT CORNERS DBL END STUD AT CORNER (MULTI-STUD POST PER PLAN OR STUDS PER CONT HD MFR WHERE OCCURS) PANEL EDGE NAILING PER PLANS WALL INTERSECTION DETAIL SCALE: NTS 9 16d COMMON NAILS @ 12" OC MAX (PER IRC TABLE R602.3 (1)) BOX BEAM ALONG STAIRS SCALE: NTS 5 WALL ABOVE BOX BEAM FRAMING WALL BELOW BOX BEAM FRAMING SHEATHING AND NAILING PER PLAN CONT 2x10 x STAIR OPENING LENGTH RIM JOIST 1. NOTE: BOX BEAM CONSISTS OF NAILED 2x6 SILL PLATE, STRIP OF FLOOR SHEATHING, 2x10 RIM JOISTS, AND UPPER 2x6 TOP PLATE. 2.STAIR FRAMING NOT SHOWN. 2x6 x 12'-0" MIN SILL, ATTACH TO 2x10 RIM JOISTS W/ 16D NAILS @ 9" OC 5 1/2" MIN STRIP WIDTH OF FLOOR SHEATHING FOR CONTINUITY UPPER 2x6 x 12'-0" MIN TOP PLATE CONNECT 2x10 RIM JOIST TO UPPER 2x6 TOP PLATE W/ SIMPSON LTP4 @ 12" OC, TYP LOWER 2x6 OF THE DOUBLE TOP PLATE FRAMING. SPLICE PER DETAIL 8/S10, TYP A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S10 MODEL E1 TYPICAL WOOD DETAILS 39340 S F E T TA I N O G T N O WASH R R ETGIES DE IGE EEN O R LNA P F O R SS E I N THE ENGINEER'S SEAL IS ONLY FOR DETAIL 5/S10 BOX BEAM SECTION 2" 4/10/2024 4/10/2024 SHEAR WALL SCHEDULE SCALE: NTS 11 1. 2. 3. 4. 5. 6. 7. 8. SHEAR WALL NOTES: WALL SHEATHING SHALL BE PER GENERAL STRUCTURAL NOTES AND HAVE A PANEL SPAN RATING OF 24/16. WALL PANELS MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. THE SPECIFIED PANEL EDGE NAILING IS REQUIRED AT ALL PANEL EDGES AND ENDS. INSTALL 2x SOLID BLOCKING AT ALL UNFRAMED PANEL EDGES (SEE NOTES 4 AND 5 FOR 3x REQUIREMENTS). SPACE NAILS MINIMUM 3/8" FROM EDGES AND ENDS OF WALL PANELS, WALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. BOTTOM PLATE NAILING SHALL PENETRATE INTO RIMBOARD OR BLOCKING BELOW, WHERE OCCURS. SINGLE ROWS OF NAILING SHALL BE CENTERED IN THE RIMBOARD OR BLOCKING BELOW. WHERE MULTIPLE ROWS OF NAILING ARE REQUIRED, OFFSET ROWS AT LEAST 1 1/2", STAGGER NAILS, AND MAINTAIN 1/2" MINIMUM FROM EDGES. WHERE MULTIPLE ROWS OF NAILS ARE SPECIFIED, RIMBOARD OR BLOCKING BELOW SHALL BE 3 1/2" WIDE MINIMUM. INSTALL 3x WALL STUDS AT ADJOINING VERTICAL PANEL EDGES AND 3x SOLID BLOCKING AT ADJOINING HORIZONTAL EDGES. STAGGER PANEL EDGE NAILING 1/2" AND MAINTAIN SUFFICIENT EDGE DISTANCE TO AVOID SPLITTING WOOD. (2) 2x WALL STUDS AND BLOCKING ARE PERMITTED TO BE SUBSTITUTED FOR RESPECTIVE 3x FRAMING AT ADJOINING PANEL EDGES WHERE SPECIFIED. FASTEN (2) 2x FRAMING TOGETHER WITH 10d NAILS AT THE SPECIFIED SPACING. WHERE MULTIPLE ROWS OF NAILS ARE SPECIFIED, SPACE ROWS 1 1/2" APART, STAGGER, AND MAINTAIN SUFFICIENT EDGE DISTANCE TO AVOID SPLITTING WOOD. AT SILL PLATES, EMBED ANCHOR RODS A MINIMUM OF 7" INTO CONCRETE PER DETAILS. INSTALL STEEL PLATE WASHER BETWEEN THE SILL PLATE AND NUT AT EACH ANCHOR ROD. LOCATE PLATE WASHER SUCH THAT EDGE OF PLATE WASHER IS 1/2" MAXIMUM AWAY FROM EACH EDGE OF SILL PLATE RECEIVING PANEL EDGE NAILING FROM SHEAR WALL SHEATHING. HOLE IN PLATE WASHER IS PERMITTED TO BE DIAGONALLY-SLOTTED WITH A MAXIMUM WIDTH OF 3/16" GREATER THAN THE BOLT DIAMETER AND MAXIMUM LENGTH OF 1 3/4" PROVIDED STANDARD CUT WASHER IS INSTALLED BETWEEN PLATE WASHER AND NUT. TOP PLATE CONNECTORS IDENTIFIED AS "A35" AND "LTP4" ARE MANUFACTURED BY SIMPSON STRONG-TIE. WHERE CONNECTORS ARE SPECIFIED ON BOTH SIDES, CONNECTORS SHALL BE STAGGERED TO AVOID INTERFERENCE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION AND FOR ADDITIONAL REQUIREMENTS WHEN CONNECTORS ARE IN CONTACT WITH PRESERVATIVE-TREATED OR FIRE-RETARDANT TREATED LUMBER. WHERE WALL SHEATHING PANELS ARE APPLIED ON EACH SIDE OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. WOOD SHEAR WALL SCHEDULE ANCHOR BOLTING OF SILL PLATE TO CONCRETE 9.SDS SCREWS ARE MANUFACTURED BY SIMPSON STRONG-TIE WHERE MULTIPLE ROWS OF SDS SCREWS ARE SPECIFIED, SPACE ROWS 1 1/2" APART AND STAGGER. MAINTAIN SUFFICIENT EDGE DISTANCE. WALL MARK SW6 WALL SHEATHING NOTES #1 PANEL EDGE NAILING NOTES #2, #8 FRAMING AT ADJ PANEL EDGES NOTES #4, #5 (2) 2x FRAMING NAILING NOTES #5, #8 BOTTOM PLATE NAILING NOTES #3, #8, #9 ALTERNATE BOT PATE CONN TO FRAMING BELOW NOTES #3, #8, #9 TOP PLATE CONNECTION NOTES #7, #8 A35 OR LTP4 FDN STILL PLATE NOTES #9 NOTES #6 15/32" (1) side 0.131 x 2 1/2 @ 6" OC 3x ((2) 2x)0.148 x 3 @ 3 1/2" oc 0.148 x 3 @ 6" OC 1/4" x 5" SDS SCREWS @ 18" OC @ 2'-3" OC 2x 1/2" DIA @ 28" OC2x SW4 15/32" (1) side 0.131 x 2 1/2 @ 4" OC - 0.148 x 3 @ 4 1/2" OC 1/4" x 5" SDS SCREWS @ 14" OC @ 1'-8" OC 2x 1/2" DIA @ 18" OC SILL PLATE ANCHORS SCALE: NTS 4 ANCH BOLT PER SW SCHED SILL PLATE PER SW SCHED 1 2" MAX SHTHG PER SW SCHED BRACED OR SHEAR WALL SILL PLATE ANCHOR BOLT PLATE WASHER NOTES HOLE IN PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A MAXIMUM WIDTH 3/16" > BOLT DIAMETER AND MAXIMUM LENGTH OF 1 3/4", PROVIDED STANDARD CUT WASHER INSTALLED BETWEEN PLATE WASHER AND NUT. STL PLATE WASHER 1. PROVIDE A MINIMUM OF (2) ANCHORS PER SECTION OF SILL PLATE.2. PLEASE SEE GENERAL NOTES FOR ANCHOR DIAMETER AND EMBED LENGTH. 3. BRACED OR SHEAR WALL SILL PLATE CONDITION PL WASHER SIZE, SEE NOTE 2x4, 2x6 W/ SHTHG ON ONE SIDE ONLY 3" x 3" x 0.229" NOTES: 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 AS THE 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 THIRD TO 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. HOLDOWN SCHEUDLE SCALE: NTS 2 MARK HDA HDB HDC MODEL (NOTE 1) WOOD POST, UNO PER PLAN OR DETAILS (NOTES 2 AND 6) (2) 2x THREADED ROD AT WOOD FLOOR AND CONCRETE (NOTES 4 AND 5) TR DIA 2x POST NAILING (NOTE 3) TR CONCRETE EMBED HOLDOWN SCHEDULE STEM WALL HDU4-SDS2.5 HDQ8-SDS3 HDU11-SDS2.5 4x 6x 12d @ 8"OC - 5/8" - 1" - 12" - 18" DETAIL REFERENCE, UNO 5/S11 - 5/S11 CONC WALL FTG HD PER 2/S11, NUMBER OF HD PER PLAN, TYP STUD WALL NUMBER OF STUDS PER 2/S11 (POST PER PLAN WHERE OCCURS) SCREWS PER HD MFR SILL PLATE 1. NOTE: WALL SHEATHING AND CRIPPLE WALLS NOT SHOWN FOR CLARITY. TR PER 2/S11, TYP 2/ S 1 1 SINGLE HOLDOWN DETAIL SCALE: 3 4"=1'-0" 5 EM B E D PE R NUT PER 2/S11 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H I J K RENTON ACCESSORY DWELLING UNITS 1/14/2022 262021.010 XXX JDJ PJC PNC DATE: PROJECT #: REF #: SCALE: DESIGNED: DRAWN/3D: REVIEWED: CLIENT: City of Renton 98057 ARCHITECT: JILL SOUSA ARCHITECT 2815 N LAWRENCE, TACOMA WA 98407 CONTACT:JILL SOUSA PHONE :(253) 468-9662 STRUCTURAL: REID MIDDLETON 728 134th St SW #200, EVERETT WASHINGTON 98204 CONTACT: PAUL CROCKER MECHANICAL: ELECTRICAL: 1055 S GRADY WAY, RENTON WA PHONE: (425) 741-3800 AS NOTED S11 MODEL E1 SHEAR WALL SCHEDULE AND DETAILS 39340 S F E T TA I N O G T N O WASH R R ETGIES DE IGE EEN O R LNA P F O R SS E I N THE ENGINEER'S SEAL IS ONLY FOR SHEAR WALLS FLOOR JOISTS BOLT