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20190049 PLAN D 2108-2 stampedGENERAL NOTE 5 BUILDING CODE: 2015 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" WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B" PER IBC SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 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- - 4LTERN,4TIVE I-JOIST/5E,4tl MANUFACTURER PL,4N6. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRIC,4L PL,4N5 4 5PECIFIC,4TI0N5 (IF REQUIRED) 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 15" (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 I" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT (o' -O" O.C. U.N.O. WITH MIN. -1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY 5IMP50N STRONG -TIE OR USP STRUCTURAL CONNECTORS CAfRI=ENTfR�r GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 8602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R102.3.5 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 311.3, 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. IS" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FA5TENER5 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) Sd COMMON (0.131 DIA., 2-I/2 LENGTH), Sd BOX (0.113 DIA, 2-I/2 LONG), 10d COMMON (0.145' DIA., 3 LONG) 10d BOX (0.128" DIA., 3" LENGTH), 16c1 COMMON (0.162" DIA, 3-1/2" LONG), 16d SINKER (0.148 DIA, 3-1/4" LONG) 5d COOLER (0.08(o" DIA., I-5/8" LONG ), 6d COOLER (0.092' DIA., 1-1/8" 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 NAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: BATHROOM - UTILITY ROOMS WOOD TYPE: 2X4 INTERMITTENTLY OPERATING HF *2 - Flo = 850 psi, Fv =150 ps i, Fc =1300 psi, E=1300000ps i 2X6 OR LARGER HF *2 - Fb=850 psi, Fv=150 psi, Fr_ =1300 psi, E=1300000psI BEAM 25 CFM R-49 4X 10 DF -L *2 - Fb=900 psi, Fv=180 psi, Fr -=1350 psi, E=1600000psi 6X OR LARGER DF -L *2 - Fb=815 psi, Fv=110 psi, Fc=600 psi, E=1300000psi STUDS 1.4 CFM/WATT 1.4 CFM/WATT 2X4 2.8 CFM/WATT HF *2 - Fb = 850 psi, Fv =150 ps i, Fc =1300 psi, E=1300000ps i 2X6 OR LARGER DF *2 - Fb=900 psi, Fv=180 psi, Fr -=1350 psi, E=1600000psi POSTS 4X4. HF *2 - Fb=575 psi, Fv=140 psi, Fc=515 psi, E=1100000psi 4X6 OR LARGER HF *2 - Fb=575 psi, Fv=140 psi, Fc=5-`I5 psi, E=1100000psi 6X6 OR LARGER DF -L *1 - Fb=1200 psi, Fv=110 psi, Fc=1000 psi, E=1600000psi GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = I&5 PSI, Fc = 65O 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 = 2'BO PSI, Fc = -l50 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,&00 PSI, Fv = 285 PSI, Fc = -150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Flo = 1,100 PSI, Fv = 400 PSI, Fc = 600 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. GARf=ENTRi (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 4 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 6IMP60N 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. ROORWALUFLOOR 5HEATPING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 7/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON 6 6" O.C. a 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" T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMOM AT 6" O.C. 6 PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. IN5ULATION AND M0I5TURE 9ROfiEGTION 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/SHOUJERS, 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 EXCEPT I ONS: I. 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 R302.1.10.3, 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 (0.00%") 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 FL,46�41NG 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: I. 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, DOC 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. 1. AT BUILT-IN GUTTERS. mm. NN� ROIN Mll _170 D Al IPROOF ING EXCEPT WHERE REQUIRED BY SEC. 8406.2 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 8" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. BITUMINOUS COATING 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. 8' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPFOORING IN SEC. 8406.2 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 IJAT f;Rlf;�OOF INC DA�11f;ROCF INC (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. I. 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 1, 8" GEMENT-BASED, FIBER -REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC- SOLVANT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS 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 ICF WALLS IS PERMITTED. GOLD -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, UJWDOUJS AND SKiL I�I�fiS GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24" FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR, MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING WINDOW FLASHING TO BE FASTENED PER IRC CODE 703.8 WINDOW GUARDS ARE REQUIRED PER IRC 312.2 SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60" ABOVE 1. SHOWER AND BATH TUB, NOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARG OF EITHER VERTICAL EDGE 3. STORM DOORS .4. THE WALKING SURFACE 5. GLAZING GREATER THAN 9 S.F. AND LESS THAN 10" ABOVE FINISHED FLOOR 6 GLAZING IN GUARDRAILS �. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR 8. STAIRS AND RAMPS ADJACENT WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF ADJACENT WALKWAY SURFACE OF STAIRWAYS LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDER A HAZARDOUS LOCATION. PER IRC 8308.4.6 ME CHAN I CA HEATING EQUIPMENT ALL WARM -AIR FURNAGES 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: SOURCE SFECIFIC EX441JST VENT 4 FAN EFFCIENC'I' REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET COMPARTMENT, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. (IRC M 1501.4) FAN EFFICIENCY FROM WAC51-11R-TABLE R403.5.1 MINIMUM 50URGE 5PECIFIC VENTILATION CAPACITY REQUIREMENTS: 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. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST 2 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. INTEGRATED WHOLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. * USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. * FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CFM REQUIRED W/ A RUN TIME OF S NRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * S" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M150-1.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R5-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC. 8403.3.3 BUILDING AIR LEAKAGE TESTING 2015 UJSEC SEC, 402.4.1.2 8402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.I.1) OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. 2015 UJASHINGTON STATE ENERGY CODE = TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT BY COMPONET CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS FENESTRATION U -FACTOR BATHROOM - UTILITY ROOMS KITCHENS IN-LINE FAN INTERMITTENTLY OPERATING 50 CFM 100 CFM VERTICAL CONTINUOUS OPERATIONS 20 CFM 25 CFM R-49 AIR FLOW RATE MINIMUM (CM) 10 90 ANY ANY MINIMUM EFFICACY (CFM/WATT) 1.4 CFM/WATT 1.4 CFM/WATT 2.8 CFM/WATT 2.8 CFM/WATT AIR FLOW RATE MAXIMUM (CFM) >90 ANY ANY ANY 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. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST 2 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. INTEGRATED WHOLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. * USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. * FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CFM REQUIRED W/ A RUN TIME OF S NRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * S" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M150-1.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R5-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC. 8403.3.3 BUILDING AIR LEAKAGE TESTING 2015 UJSEC SEC, 402.4.1.2 8402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.I.1) OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. 2015 UJASHINGTON STATE ENERGY CODE = TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT BY COMPONET CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS FENESTRATION U -FACTOR CEILING WALL ABOVE GRADE WALL BELOW GRADE MASS WALL FLOOR SLAB ON GRADE VERTICAL OVERHEAD 0.30 0.50 R-49 R-21 R-10/15/21 R -21/21H R-30 R-10 TB N I 2' fiEMFERAfiURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 403.1 60 i m m -m W*Td- I DRAFT5TOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 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 t A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. 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 8302.12 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 GEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 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 81003.19. 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 8302.11.1.3 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. LIGHTING WSEC SECTION 8404- LIGHTING EQUIPMENT 404.1 LIGHTING EQUIPMENT: A MINIMUM OF 15 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 404.1.1 FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. f=05TING OF CERTIFICATE 8401.3 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGNPROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALLO NOT COVER OR OBSTRUCTTHE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THCERTIFICATE SHALL LIST THEPREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES± U -FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION,AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING, WHERETHERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA.THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNANCE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE,THE CERTIFICATE SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE' OR `BASEBOARD ELECTRIC HEATER,"AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS, UT I L TY ROOM NOTE5" WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGIHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. TABLE X1501.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS INO 8602.6 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 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN 5/$ INCH (1(omm) 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 R602.60) 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 (1.31mm) NO ga) AND 11/2 INCHES (35mm) 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 GUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. 2015 WASHINGTON STATE ENERGY CREDIT- TABLE 40(o2 N I O w_ r N uj J J u, c c o m > N J i E � co a) 5 0 m o w .� �_ () L Q >, a) cn 0 o U m ca 70 +� N N 0 Q +; O a) 0- U (D N -C)- iN Q= OL i0 70 •� J Q cO �_ U E L( Fz J N u)(D oLui-0��a?aa")c N _0a)cUCLo0.u) u)oE�a`�iu°)i�czE- -.o (D H coo- 0 cz > Q J H J U L1, CD 0 00 a• .U) N ca 70 E 40MM u o 00 Q oho rn co N 00 M_ 00 � C-4 N M_ W N cn Z 41 � a U- REVISION DATE: INIT; PROJECT *: DATE: INIT: 4 #: PROJECT *NOTE* BUILDING AIR LEAKAGE TEST REQUIRED AS PER IUSEG 8402.4.1.2 DUCTS -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH UJSU R6-33 PER W5EC 8403.3.3 -DUCTS, AIR PANDLERS, FILTER BOXES SHALL BE SEALED AS PER 1-11601.4.14R403.3.2 LANDING AT EXTERIOR DOORWAY SHALL NOT BE MORE THAN 13/4" BELOW THE TOP OF 7PRE5HOLD PROVIDED THE DOOR, 07HER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OVER THE LANDING. IRG 8311.3.2 *DRYER VENT* M1502.4.6 LENGTH IDENTIFICATION. WHERE THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET (10 668 MM), THE EQUIVALENT LENGTH OF TIDE EXPAU57 DUCT SMALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG, THE LABEL OR TAG SHALL BE LOCATED W17HIN 6 FEE (1829 MM) OF THE EXHAUST DUCT CONNECTION 604,10.1 TRACER WIRE. PLASTIC, MATERIALS FOR BUILDING SUPPLY PIPING OUTSIDE UNDERGROUND SHALL HAVE A BLUE INSULATED COPPER TRACER WIRE OF OTHER APPROVED CONDUCTOR NSTALLED ADJACENT TO THE PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIFE OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACP END OF THE NONMETALLIC PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. UPPER FLOOR PLAN_ © 2017 Level Design, LLC. SCALE: 1/4" =1'-0" - PROVIDE FIRE5LOCNG AS REQUIRED (SEE NOTES ON SHEET 1) WINDOW LEADERS AT &'-8" 45CVE SUE F=LOCK, U.N.O. EXTERIOR WALLS TO ISE 2X4�, AT 1(o" O.C., U.N.O. INT€RIOR PARTITIONS TO SE 2X -4,4T 10" O.C. C2XG � PLUM5ING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOI5TS/5LOCKING 5ELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN PROVIDE SOLID FRAMING EQUAL- TO THE WIDTH OF THE MEME3ER BEING SUPPORTED (U-N.O.) AREA SUMMARY ,VENTILATION REQUIREMENTS OF IRC T45L€ M1507.4 INSTALL SMOKE DETECTORS WHERE INDICATED MAIN FLOOR: a71 SF. UPPER FLOOR: 1237 SF, TOTAL: 2108 SF. GARAGE: 427 SF. GLAZING SUMMARY OVERCURRENT PROTECTION. WINDOWS: O SF. DOORS W/ MORE THAN E 0O% GLAZING: 0 SF. SKYLIGHTS: 0 SF. TOTAL: 0 SF, GLAZING PERCENT: 0 % WDW SF / FLR SF. SMOKE DETECTORS ,VENTILATION REQUIREMENTS OF IRC T45L€ M1507.4 INSTALL SMOKE DETECTORS WHERE INDICATED OSD ALL SMOKE DETECTOR RECEIVE THERE POWER FROM THE PRIMARY KITCHENS 100 C;7M INTERMITTENT OR AND INTERCONNECTED PER 8314 $41410.4 CARBON MONOXIDE ALARMS r R315.5 POUJER SOURCE, CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POUJER 2 FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POIUER IS INTERRUPED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL C/M BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH, OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. EXCEPT IONS: 1. CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. 36'-0" 21-011 MAIN FLOOR PLAN © 2017 Level Design, LLC. SCALE: 1/4" =1'-0" - ALL DOOR/WINDOW HEADERS TO BE 4x10 DF*12 AT 2xro SEARING WALLS , U.N.O., ro'-0" MAX. SPAN - ALL DOOR/WINDOW HEADERS TO 5E 4x10 DF*12 AT 2x4 SEARING WALLS, U.N.O., (o' -O" MAX. SPAN - WINDOW HEADERS AT ro'-8" ASOVE 5U5 FLOOR, U.N.O. - PROVIDE FIRE5LOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - EXTERIOR WALLS TO 5E 2Xro AT 1(o" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO 5E 2x4 AT 1(o" O.G. (2X(o PLUM5ING WALLS, U.N.OJ - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN, 2ro GAGE STEEL - NO DUCT OPENINGS IN GARAGE - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEM5ER 5EING SUPPORTED (U.N.O.) VENTILATION SCHEDULE ,VENTILATION REQUIREMENTS OF IRC T45L€ M1507.4 SYM5OL KITCHENS 100 C;7M INTERMITTENT OR 1 (V.T.0) 25 CFM CONTINUOUS r E3ATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY 2 (V.T.0) OF 50 C;7M MIN. INTERMITTENT OR 20 CFM CONTINUOUS VENTILATION RATE FOR WHOLE HOUSE FAN TO BE XXXGFM PER TASLE M1507.3.3(1) INDOOR AIR QUALITY HVAC CONTRACTOR TO SPECIFY LOCATION. I co O r N C) J D>� _o N J i fn N uJ 0 0 .� N +� N N L Q >, N cn U O +� O N S O Q J 0 -co U N N OL �� N E L J �m.�U2vi����i� i cts� J U U O Q a)-0 a) c U o o U co O E N c .� fn p U N Lf-) O �o' 00 �(D 70 o u C:) MM 00 > I -q- — rn roN 00 E M_ 00 C-4 N z M_ W N �n Z o a 41 �o LL. REVISION DATE: INIT; PROJECT *: DATE: 2 INIT: 4 #: PROJECT TOP VIEW 8" 31 -all all i IUN Kc 1511 FELT PAPER 7/16" 51LEATHING ROOF FRAMING F INSULATION BAFF VENTED BLOCKY 5/4 x S FASCIA CONTINUOUS MEL R-10 RIGID INSUL 2x6 57UD5 a 16" R-21 INSULATION 1/16" SHEATHING TYVEK WRAP - T' SIDING PER ELE\ 3/411 T* PLYWOOD FLOOR JOIST5 PE WINDOW HDR. PE f 5/4 TRIM SURROU WINDOW UJ/ INS, GI 3/4" T4G PLYWOO1 FLOOR JOISTS PE R-30 INSULATION 5/4 X 10 TRIM B< 2X P,T. WOOD 51L 4" 0 CO TO 5TOi 4" PE SET IN I UJ/ FILTER�F-,v L�YGr-, FRONT VIEW TV LOCATION GUJB, PRIME AND PAINT, TYP, SXIO CEDAR TIMBER - SAND AND FINISH TYF MFR, GAS FIREPLACE SxS CEDAR TIMBER- SAND AND FINISH TYF TILE FIREf=L.4Cr= INSERT DETAIL 2'-1i/2 SIDE VIEW TYPICAL WALL SECTION 5UBFL 5UB FL SCALE= : N.T.&. NOTE. 1/1(o" 5HEATHING NOT REQUIRED ON EXT. WALL5 WHERE T1=11 51DING IS 5PECIFIED �UNL�55 NOTED OTI��RUJ15� IN TI�� 51���R UJ�LL SP�CIFIC�TIONS� 5 E L 4" 2X4 THRUST SLOGK 4" 0 CON' TO 5TOR1 4" m PERF SET IN W4 W/ FILTER HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR. k4ANDGRIP PORTION OF HANDRAILS SHALL HAVE GIIRGULAR GROSS SEGTION OF 11/4" MIN. & 2" MAX. ALL REFQUIREFD GUARDRAILS TO SI= aro" MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 43/8 INCHES (IO-1mm) TO PASS THROUGH, 3/4 PLYWOOD FLR. SII IUL,4R BRACKET ro" SPHI=RE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL 2" GWS 0 CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING'a MID -SPAN AND IN STUD WALL5 ALONG AND IN LINE W17H STRINGERS IF AREA UNDER 57AIR5 15 UNFINISHED INTERIOR/GUARDRAIL 57AIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 41/2" INTO THE 57AIRJAY AND MUST BE ABLE TO RESIST A 200 Ib, POINT LOAD FROM ANY DIRECTION. IRC SECTIONS 8311.1.1 - LIGHTING 15 RE=QUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS UJITH 6 OR MORE RISERS, IRC 5E=C7ION 8303.1 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION 8312.1.3 - MINIMUM 57AIRUAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 8311.1.1 - STAIR & STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 3(011(311/2" CLEAR IF ONE HANDRAIL, d 21" CLEAR IF 2 HANDRAILS. IRC SECTION 8311.1.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16". THE MAX. BEVELING OF THE N051NG SHALL BE NO MORE THAN 1/2" IRC SECTION 8311.1.5.3 - RISER OR TREAD MAXIMUM DIFFE=RE=NTIAL SHALL BE NO MORE THAN 3/8" RC SE=CTION 8311.1.5.1 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN II" IRC SE=CTION 8311.1.5.3 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING UJITH CONTROLS INSIDE THE DWELLING. IRG SECTION 8303.1 - A MAXIMUM SLOPE OF 1:48 (2%)16 REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE, IRC SECTION R311.3 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE. IRC SECTION R311.1.5.2.1 - WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION R311.1.5.2.1 LANDING NOTE5: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRG R311.7.6 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL RC 8311.1.(o STAIR DETAIL &GALE: N.T.S. kn z O z ua O CD 4 m 11/2 " HARDWOOD HANDR,4I L SOLID BLOCKING AS REQUIRED PRE FINISH METAL SR,4GKE7 TTP. T"'i=. H,4N1Df;R,4 f L SECTION "A" © 2017 Level Design, LLC. TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES 5 ROOFING FELT - 1/1ro" SHEATHING RATED 24/1ro = STRUCTURAL SYSTEM AS NOTED ON F=RAMING PLAN - R-49 INSULATION - 5/8" GUJF, CEILING - 1/a" TO 1/4" MESHI SCREEN OVER OPENINGS - MINIMUM NET 1-R€E VENTILATING AREA &FALL FE 1/150 OF VENTED AREA SPACE OR 1/300 IF 40-50% VENTING IN UPPER ATTIC OR RAI=TER SPACE. PER IRC R80ro.2 - PROVIDE I" MINIMUM CLEARANCE FETUJEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION RBOro.3 TYPICAL WALL CONSTRUCTION = SIDING AND/OR VENEER PER ELEVATION - /lro" PLY OR 055 SNTG.( U.N.O = TT'VE< E3UILDING UJRAP OR EQ. - 2Xro STUDS a Fro" O.C. EXTERIOR WALL& U.N.O. EXTERIOR UJALL NOTCH 25%/ FORING 40% (O% FORING IF DOUFLED 4 NOT MORE - 2x4 STUDS a) IG " O.C., INTERIOR PARTITIONS (2XG '2 PLUI"IFING UJALLS) NON -FEARING UJALL MAXIMUM NOTCH 40%, FORING roO% I-4OL€S NO CLOSER THE 5/8 INCH TO FACE OF STUD - R-21 INSULATION WITH VAPOR FARRIER - 1/2" GUJF INTERIOR SHEATHING 2X4 BLOCKING TYP. 2/2" HIGH 5/8" GLOB TYPE "X„ TRUSS BOTTOM CHORD AT ALL SIDES 5/au GW5 TYPE °X° 5/$ G.UJ.B. TYPE °X°— 22" x 30 ATTIC ACCE55 OPENING LACCE&5PATCH- CEILING INSULATE= FULL DE=PTH ATTIC ACCESS DETAIL &GALE : N.T.&. DBL, TOP PLATE, TY 2x6 EXTERIOR WALL R-21 INSULATION, TYF R-10 FOAM INSULATIC AT HEADERS, TYP. 4x HE=ADER AS PER STRUCTURAL, U.N.O., T ADER �CONSTl PE=R uJSE=c 1,�®5.2 SCALE: 1/4" =1'-0" TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" T4G PLYUJOOD SUFFLOOR (GLUE AND NAIL) - F=LOOR JOISTS PER PLAN - 8-30 INSULATION OVER UNHEATED AREAS ALL PLUMBING WO COMPLY WITH NAT APPLICABLE STA' LOCAL PLUMBING )N P. i PH INC. REFER TO 1ANUFACTURER IINIMUM IOUNTING ®LEARANCES OPTION: 56 EFFICIENT WATER HEATING - GAS, PROPANE, OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91. OR ELECTRIC WATER HEATER WITH A MINIMUM EF OF 2.0 AND MEETING NEEA" S NORTHERN CLIMATE SPECIFICATION FOR HEAT PUMP WATER HEATERS. TO QUALIFY FOR THIS OPTION, THE WATER HEATER EQUIPMENT TYPE AND MINIMUM EQUIPMENT SPECIFICATIONS MU57 BE 5HOWN ON THE PE=RMIT DR-4WING5. TAN<LESS WATER HEATER SGALE=: N.T.S. I O r N J ui c 5 o m o > +' >. U) N N J i E c � � a) a5 0 0 .� �_ N +� N N L Q � o ���_ 0- 5, 0 w 0-�3-0 oa�ia)��o�3aa))"� U`� i N Q=�J QcZ c:_U N D N -0� � a) E L( Fz J �i� U) (D Q2vi-pf; NN C U Q a) 0 C) cnOE�Fn a�iu°)i�czE .U) cn O a) m U Ln o 00 o' 70 E 0 u C:) MM 00 Q oho N 00 M_ 00 N NC-4 � M L1.1 Ln fV to Z o a u- 41 � REVISION DATE: INIT: PROJECT *: DATE: 3 INIT: 4 #: PROJECT TCF TOF i DN. TO GRAD€ H), TYf POST UJ/ 1 x CEDAR TYP. I iu� PATT;-:r.ic, o IT' nr I I-YI- VI"I V eel -1 DN. TO GRADE TYP. DING NER SD. T1'P. D ING NOTE: APPROVED NUM5€R5 OR ADDRESSES SHALL 5E PROVIDED FOR ALL NEW 5UILDINGS IN SUCH A POSITION AS TO 15€ PLAINLY VISI5LE AND LEGI5LE PROM THE STREET OR ROAD FRONTE �R° �� UGJIT� � ��°��o€.ADDRESS NUMBERS ARE REQUIRED TO 5E © 2017 Level Design, LLC. SCALE: 1/4" =1'-0" VERIFY SHEAR WALL NAILING AND I4CLDOUJNS ARE P€R PLAN AND SCP€DUL€ PRIOR TO INSTALLING SIDING MASONRY AND WOOD FRAME CHIMNEYS ARE: TO 5E CONSTRUCTED P€R I.R.O. PROVID€ GALVANIZED SH€€T M€TAL FLASHING AND COUNT€RFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMN€YS, AND SKYLIGHTS — PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED — CAULK ALL EXTERIOR JOINTS AND PENETRATIONS POST ADDRESS ON 5LDG, PRIOR TO FINAL INSPECTION — LOTS SHALL 5E GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL 5E G " IN FIRST IC FT, OR DRAINS OR SWAL€S SHALL 5E PROVID€D TO €NSUR€ DRAINAGE AWAY FROM STRUCTURE - PASTENERS TO 5E NOT -DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE -PAINTED GJ. "Z' FLASHING AT ALL EXT. DCOR 8 WINDOW HEADERS, I 00 O r N C) J .2 F S � �70 7 � U_ N J i E N 0 0 .� E N L Q +� N N 2 -0 p >, Ncn U -0 O O N O O N Oo Q N2 Q= J 0- co U N N OL N E c J o ? E co m .� U L c6 -o f; ��0 J U 0 O Q ca � N C U Q N 0 2 cnoE0'�,ccoE .� fA O LE � N > J J H co 0- o co Q H U Ln o 00 N ca 70 o u o o M M > 00 rnM co N 00 M_ 00 C-4 N z M_ W N Vl Z d 41 �O LL. REVISION DATE: INIT: PROJECT *: DATE: 4 INIT: 4 #: PROJECT 8/22/2017 8/22/2017 8/22/2017 8/22/2017 8/22/2017