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SEE REV1 APPROVED BLD2022-0080+Architectural_Plan+1.7.2022_12.00.41_PM+2609470GENERAL NOTES BUILDING CODE: 2018 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: OCCUPANCY GROUP: DESIGN CRITERIA: TABLE R301.2(1) GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD - UNDER- T FLOOD HAZARDS AIR FREEZING MEAN ANNUAL FROST LINE LOAD (mph) CATEGORY WEATHERING DEPTH TERMIITE DECAY TEMP. REQUIRED INDEX TEMP SLIGHT- SLIGHT ER LOCAL 170 51 25 85 D1/D2 MOD 18 MOD 22 NO JURISDICTION CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND/OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I -JOIST BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS & SPECIFICATIONS (IF REQUIRED) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4"x3"x3" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 MINIMUM COMPRESSIVE STRENGTH (fc) AT 28 DA TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION & OTHER CONCRETE NOT EXPOSED 2,500 psi p TO THE WEATHER. BASEMENT SLABS & INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 psi FLOOR SLAB. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS & OTHEF 3,000 psi (6% air entrained +/- 1%) VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER. PORCHES, CARPORT SLABS & STEPS EXPOSED 3,000 psi (6% air entrained +/- 1 %) TO THE WEATHER & GARAGE FLOOR SLAB. CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 60. CARPENTRY �t\IFQAI ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R702.3.5 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 317.3, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. F A CTFK1I 7QC ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131" DIA., 2-1/2" LENGTH), 8d BOX (0.113" DIA, 2-1/2" LONG), 10d COMMON (0.148" DIA., 3" LONG) 10d BOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.162" DIA, 3-1/2" LONG), 16d SINKER (0.148 DIA, 3-1/4" LONG) 5d COOLER (0.086" DIA., 1-5/8" LONG ), 6d COOLER (0.092" DIA., 1-7/8" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 2X6 OR LARGER HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM 4X DF-L #2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi 6X OR LARGER DF-L #2 - Fb=875 psi, Fv=170 psi, Fc=600 psi, E=1300000psi STUDS 2X4 HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 2X6 OR LARGER HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi POSTS 4X4 HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 4X6 OR LARGER HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 6X6 OR LARGER DF-L #1 - Fb=1200 psi, Fv=170 psi, Fc=1000 psi, E=1600000psi GLUED -LAMINATED BEAM (GLB) SHALL BE 24F-V4 FOR SINGLE SPANS & 24F-V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 750 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = 750 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1,700 PSI, Fv = 400 PSI, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. y CARPENTRY (CONTINUED) PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED & STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL & ROOF SHEATHING SHALL BE 7/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON ® 6" O.C. @ PANEL EDGES AND 12" O.C. IN FIELD U.N.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4" T&G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6" O.C. PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. INSULATION AND MOISTURE PROTECTION GENERAL MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R316.3, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8" (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, D00 NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. DRAFTSTOPPING FIRE BLOCKING DRAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE & A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12 FIREBLOCKING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION 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: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R311.2.2. 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. FOUNDAT ON WATERPROOFING 8c DAMPROOF NG DAMPROOFING EXCEPT WHERE REQUIRED BY SEC. R406.2 TO BE WATERPROOFED FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE MASONRY WALLS SHALL HAVE NOT LASS THAN PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR 0 THE WALL. PARGING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. BITUMINOUS COATING 2. 3 PO NDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. " COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 8 7 4. ANY MATERIAL APPROVED FOR WATERPROORING IN SEC. R406.2 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. FOUNDATION WATERPROOFING & DAMPROOFING (CONTINUED) WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1 . 2-PLY HOT MOPPED FELT 2. 55 POUND ROOF- ROLLING 3. 6-MIL POLYVINYL CHLORIDE 4. 6-MIL POLYETHYLENE 5. 40-MIL POLYMER -MODIFIED ASPHALT 6. 60-MIL FLEXIBLE POLYMER CEMENT 7. CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING S. 60-MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGAN I C- SOLVAN T- BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETON S AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL I CF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS. WINDOWS AND SKYLIGHTS GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. FINISHED SILL HEIGHT SHALL BE MAXIMUM 44" ABOVE FLOOR. WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24". WINDOW GUARDS ARE REQUIRED PER IRC 612. WINDOW FLASHING TO BE FASTENED PER IRC CODE 703.8 SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R308.4 1. SIDE HINGED DOORS EXCEPT JALOUSIES 2. STORM DOORS 3. THE WALKING SURFACE 4. SLIDING GLASS DOORS AND PANELS IN SLIDING & BI-FOLD CLOSET DOOR ASSEMBLIES 5. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 6. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION & BOTTOM EDGE IS LESS THAN 60" ABOVE 7. GLAZING IN GUARDRAILS 8. GLAZING GREATER THAN 9 S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR 9. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR STAIRWAYS, LANDINGS & RAMPS WITHIN 36" HORIZONTAL OF WALKING SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE MECHANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION DUCT AIR LEAKAGE TEST ALL DUCTS FOR AIR LEAKAGE PER IBC 402.4 (WSEC) GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION M1507.3 OF THE 2012 WASHINGTON STATE ENERGY CODE WITH WASHINGTON STATE AMENDMENTS. AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. KITCHENS: 100 cfm D. WATER CLOSETS: 50 cfm MINIMUM SOURCE -SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. INTEGRATED WHOLE HOUSE VENT SYSTEM A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. WHOLE HOUSE VENTILATION REQUIREMENT. INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR SYSTEM PER M1508.5 OF THE 2015 WASHINGTON STATE ENERGY CODE. 2018 WASHINGTON STATE ENERGY CODE - TABLE 402.1.1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 5-MARINE 4 OPTION GLAZING AREA GLAZING U-FACTOR DOOR U-FACTOR CEILING VAULTED CEILING WALL ABOVE WALL INT. WALL EXT. FLOOR SLAB ON % O� VERTICAL OVERHEAD GRADE BELOW BELOW GRADE FLOOR GRADE GRADE 5AND PRESCRIPTIVE 0.30 0.50 0.20 R-49 OR R-38 R-21 int R-21 R-10 R-30 R-10 MAR 4 R-38 ADV TB 2 FT U=0.029 2' "`NOTE"` INT. DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MIN. R-1 O INSULATION. DRILLING AND NOTCHING STUDS. R602.6 DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN j INCH (16mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6 1 AND R602.6(2). -EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R602.6.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (1.37mm) (16 go) AND 1\ INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. LIGHTING WSEC SECTION 505- LIGHTING 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTION: LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1 520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1 530. 505. 2 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES. -EXCEPTIONS: 1) PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION SENSOR(S) WITH INTEGRAL; PHOTOCONTROL PHOTOSENSOR. 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AOURND SWI M M I N G POOLS, WATER FEATU RES. 505.3 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FI XTU R ES MUST BE FITTED WITH T-8 OR SMALLER LAMPS (BUT NOT T-1 O OR T-1 2 LAMPS). POSTING OF CERTIFICATE WSEC 1 05. 4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/OR FLOOR, AND DUCTS OUTSIDE THE CONDITIONED SPACES, U - FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.10.2, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. City Of Edmonds Building Department Work REMODEL, BEAM REPAIR Address 310 DALEY ST Owner BUKOWSKI Approved Date 01 /28/2022 Building Official Erica Carte-r Permit Number Bi D2022 neon RECEIVED Jan 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ro Q D 0 N C: E U E 7 Q o -C � o � U D E m o co ro N QCO7 N�coE 0 x M N� U ro 0 x 0 �ON_j OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 37'-7" EXISTING FLOOR PLAN W/ BATH RM CHANGES SCALE 1 /4"= 1'-0" AREA SUMMARY EXISTING PROPOSED MAIN FLOOR: 668 SF. 0 SF. GARAGE AREA 296 SF. 0 SF. TOTAL: 964 SF. 0 SF. GRAND TOTAL: 964 SF. APPROVED PLANS MUST BE ON JOB HANDRAIL TO BE CONTINUOS 1 1�4" DIA. MIN. FOR FULL LENGTH OF FLIGHT HA DRAIL R311.5.6.2 BTALU.ONORM RTEECR312.2 1 ["_ MIN. 11" MAX \,IBELOW STAIR INSTALL \" GWB O CEIUNG, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING O MID -SPAN AND IN STUD WADS ALONG AND IN UNE PATH SIPoNGERS IF AREA UNDER STARS IS UNFINISHED THRUST BLOCK INTEROR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROECT MORE THAN 4\' INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.5.1 & R301.2 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS IRC SECTION R303.6 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION R312.2 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. MC SECTION R311.5.1 - STAIR & STAIR LANDING MINIMUM WDTH SHALL BE NO LESS THAN 36- (31\ CLEAR IF ONE HANDRAIL. ✓k 27' CLEAR IF 2 HANDRAILS IRC SECTION R311S.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16". THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN \". IRC SECTION R311.5.3.3 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN MC SECTION R311.5.3.1@2 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11'. IRC SECTION R311.5.3.3 EXTERIOR STAIR NOTES - EXTERIOR STAIR UGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.6 & R303.6.1 - A MAXIMUM SLOPE OF 1:48 (2%) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE IRC SECTION R311.5.5 INTERIOR WINDER STAIR NOTES - WINDER TREADS ARE REQUIRED TO HAW A MINIMUM OF 6' DEPTH AT INNER EDGE. IRC SECT10N R311.5.3.2 - UNDER TREAD DEPTH OF 10' VAIN IN 12' OF THE INSIDE IRC SECTION R311.5.3.2 LANDING NOTES: - LANDING NIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R311.5.4 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.5.4 STAIR DETAIL NOT TO SCALE ------------------------------------------------------------ ;Separate Plumbing Permit required ------------------------------------------------------------ EXISThG ROOF ADDNG NEW SUPORT BEAMS LEGEND ELECTRICAL ID DESCRIPTION DUPLEX RECEPTACLE @GFI PROTECTED RECEPTACLE @`WP WEATHERPROOF RECEPTACLE 191DW DISHWASHER RECEPTACLE 0 FLOOR DUPLEX RECEPTACLE @E220 220 RECEPTACLE ® TELEVISION OUTLET a TELEPHONE CEILING MOUNTED LIGHT FIXTURE ®RC RECESSED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE UGHT/FAN COMBONATION L HEAT UGHT/FAN COMBONATION EXHAUST FAN $ SINGLE -POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH SD DIMMER SWITCH DOORBELL b THERMOSTAT Q� UGHT/MOTION DETECTOR GAS SUPPLY/RETURN SCALE 1/4"= 1'-0" SMOKE DETECTORS/ CARBON MONOXIDE (DSp INSTALL SMOKE DETECTORS PER CODE VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE 1506.3 SYMBOL KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS 1 MECHANICAL EXHAUST CAPACITY BATHROOMS —TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 2 CFM CONTINUOUS --------------------------------------------- See Sheet S-1 for roof beam I installation and footing information ---------------------------------------------- RECEIVED Jan 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLAN KEY WALLS: — NEW CONSTRUCTION EXISTING WALLS TO REMAIN EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED 3068 NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED U0� EN 0� -C E 0 U N 0 � c OJ N d) 0 QCa C XcCO 0 co N 0] U N 0xn� N N 00 ENO N L 0 0 N L L � N�U1N�� 0) OUcc.-N � ro0cn� L c Qmp c0 3NNroU- Ero� cOL�I�� `�ro0 000Qroo �I -olc)E0 m01 NI � L OJ+0� N ro N N 0 ca';n' EOL UO2 1V n' }J E) QkJOL> n0 ro N O c N7co00Q CO.0�LQN QC073�'" NU > p02' �'tI �ro0$ xE �ao13aL aeri��e: 7 o.2a_2"" oo.00-0000 project: 00.0000 2 e NOTE: ALL WINDOWS TO MEET WSEC U—FACTOR 0.30 FRONT ELEVATION NORTH SCALE : 1 /4"= 1'-0" REAR ELEVATION SOUTH SCALE : 1/4" PLAN KEY WALLS: — NEW CONSTRUCTION EXISTING WALLS TO REMAIN EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED 3068 NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED 1' -0" a �� NG FLOOR HEIGHT LEFT ELEVATION EAST RiGHT ELEVAT�ON WEST 2X4 PONY WALL SUPPORT FOR ROOF JOISTS WITH BEVELED TOP 2 4040 2X4 SUPPORT WALL FOR GLUE LAM BEAM 4040 04 POST SUPPORT TO FOUNDATION FOR GLUE SECTION FOB GLUE LAM SUPPORT SCALE "= 1'-0" SCALE 1 /4"= 1'-0" SCALE 1 /4"= 1'-0" RECEIVED Jan 25 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0� E 0 U N E 0 F co 9 (o c co 0) 00 N a 0 Qua Lo x-0c0 0c�,( 0] N^U N 0x0� N �J 0 T3U NOuucc 0) cc.-N � ro0cn+ L c Qmp c0 } 0)0 i QU 3NNro0- Eroc cOL�I�o: ro0E`�roN o ooQro�o 0I- ro o� m� NI � L 0-J 0- N ro 0 c N 7. 0r LaNEu�-� 0n0o 4kJ0WL�WQQWQ ro N O S� c N7c0�OQ c9�LQN QCU73�" 00 p02C �acQLQro �ro0$txE �aoa3a:L nape , o 28 20„ oo.00-0000 project: 00.0000 3