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2019.0055 TT 10 PLAN F 1876-2 PlansGENERAL NOfiE5 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 = 05 MPH WIND SPEED, EXPOSURE "B" WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B" PER IBC SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUP=ANCY 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: - ALTERNATIVE I-JOIST/BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED) ,5JE WORD 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'-O" O.C. U.N.O. WITH MIN. 1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS CARPENTRY GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE Re 02.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 8102.3.5 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. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FAFENER5 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., 2-1/2 LENGTH), Sd BOX 10.113 DIA, 2-1/2 LONG), 10d COMMON 0. 8 D ., 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) 56 COOLER (0.086" DIA., 1-5/8" 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 4660CIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMP=ED 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=85O psi, Fv=15O psi, Fr_ =1300 psi, E=1300000psi 2X6 OR LARGER HF *2 - Fb=85O psi, Fv=15O psi, Fr_ =1300 psi, E=1300000ps1 BEAM VERTICAL 4X 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 10 2x4 HF *2 - Fb=850 psi, Fv=SO psi, Fr_ =1300 psi, E=1300000psi 2Xro OR LARGER DF *2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=160O000p5i POSTS 1.4 GFM/WATT 4X4 HF *2 - Fb=515 psi, Fv=140 psi, Fc=515 psi, E=1100000psi 4Xro OR LARGER HF *2 - Fb=515 psi, Fv=140 psi, Fr -=515 psi, E=1100000psi &Xro 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 -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING M1INIMIUI" I PROPERTIES: Fb = 2,400 PSI, Fv = 1ro5 PSI, Fc = 650 PSI (P=ERPENDICULAR), E = 1,800,000 PSI. ENGINEERED UJOOD 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 NAVE THE MINIMUM PROP=ERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROP=ERTIES: Fb = 2/000 PSI, Fv = 285 PSI, Fc = 150 PSI (P=ERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS "L6L" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1,100 PSI, Fv = 400 PSI, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LI1" ITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUI`rl = L/480, FLOOR TOTAL LOAD 1" IAXI1" IUr I = 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. CAR1=ENfiR�r (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 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. ROOPWALLTLOOR 5HEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMON -a 6' O.C;.,a PANEL EDGES AND 12" O.G. IN FIELD U.N.O. ON SHEASWALL 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. 9 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. GENERAL MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND &" ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TU55/61HOWER6, PARTITIONS AND CORNERS FACE-5TAP>LE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL P=OLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUGH 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 EXCEi=T I ON6- 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 8302.1.10.3, 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 (0.006") 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 FL,45HING 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, 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. 11 11 1101 WE � � I � m! DAMPROOF 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. I. 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 WATERPROOFING D AMPROOF f NG (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 NOT MOPPED FELT 2,5E) 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' CEMENT -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 IGF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL IGF 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. DOOMS, UJINDOUJS AND 5KiL1GHT5 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' A50VE FLOOR, MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING WINDOW FLASHING TO BE FASTENED PER IRC CODE 103.8 WINDOW GUARDS ARE REQUIRED PER IRC 312.2 SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R300.4: 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, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE 3, STORM DOORS 4 THE WALIGING SURFACE 5. GLAZING GREATER THAN e S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR GLAZING IN GUARDRAILS 1. 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 �IEC�4ANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED 6PECIFICATION6, 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 GA8-5URNING 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. VE=NTILATION. SOURCE= &FIE=C IF I C E=XH,4UST VE=NT 4 FAN EFFC I ENCY 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-I1R-TA5LE 8403.5.1 MINIMUM 50URCE 5PECIFIC VENTILATION CAPACITY REQUIREMENTS: EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BUJ GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND AP=P=LICABLE CODE REQUIREMENTS. 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. 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 8 NRS. MIN, FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33, 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 11,45HINGTON STATE ENERG�' CODE - TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT BY GOl" IPONET CLIMATE ZONE 5 4 MARINE 4 - HE,4TING BY OTHER FUELS FENESTRATION U -FACTOR BATHROOM - UTILITY ROOMS KITCHENS IN-LINE FAN INTERMITTENTLY OPERATING 50 CFM 100 GFM VERTICAL CONTINUOUS OPERATIONS 20 CFM 25 CFM R-4� AIR FLOW RATE MINIMUM (CM) 10 90 ANY ANY MINIMUM EFFICACY (CFM/WATT) 1.4 CFM/WATT 1.4 GFM/WATT 2.8 CFM/WATT 2.8 CFM/WATT AIR FLOW RATE MAXIMUM (CFM) >130 ANY ANY ANY EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BUJ GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND AP=P=LICABLE CODE REQUIREMENTS. 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. 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 8 NRS. MIN, FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33, 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 11,45HINGTON STATE ENERG�' CODE - TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT BY GOl" IPONET CLIMATE ZONE 5 4 MARINE 4 - HE,4TING BY OTHER FUELS FENESTRATION U -FACTOR CEILING WALL ABOVE GRADE WALLSLAB BELOW GRADE MASS WALL FLOOR ON GRADE VERTICAL OVERHEAD 0.30 0.50 R-4� R-21 R-10/15/21 R -21/21H R-30 R-10 FLOOR R-38 SLAB ON GRADE R-10 PENTAMETER AND UNDER ENTIRE SLAB TB BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB 2' TEMPERATURE 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 �Lvlt �_, �ImmmI DRAFTSTOPPING 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 4 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 8302.12 FIREBLOCiGING 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 CONGEALED 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 8302.1 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. 1=05TING OF CERTIFICATE 8401.3 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL 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 CERTIFICATED SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALL, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES± U -FACTORS FOR FENESTRATION AND THE SOLAR NEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. 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 TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, 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 HEATER, ELECTRIC FU RN I ACES OR ELECTRIC BASEBOARD HEATER. �j � 7r ROO� NOTE,5 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN ro FEET OF THE EXHAUST DUCT CONNECTION. 2. 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 M1501.3.30) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DRILLINC; AND N07CHWG 5fiUD5, 8602.6 DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: I. 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/a 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 R(o02.(o(I) AND 8602.6(2). -EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8602.6.1 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) (1(0 ga) AND 11/2 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 8602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR GUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. 2015 LA54NGT0N STATE ENERGY' CREDIT- TABLE 40(o.2 CREDIT OPTION DESCRIPTION 0.5 IA EFFICIENT BUILDING ENVELOPE IA: PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MEDICATIONS: off&pW"I mommmmm FLOOR R-38 SLAB ON GRADE R-10 PENTAMETER AND UNDER ENTIRE SLAB BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB WOMEN m 0.5 2A AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: COMPLIANCE BASED ON 8402.4.1.2: REDUCE THE RESTED AIR LEAKAGE TO 3.0 AIR CHANGE PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY DRILLINC; AND N07CHWG 5fiUD5, 8602.6 DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: I. 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/a 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 R(o02.(o(I) AND 8602.6(2). -EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8602.6.1 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) (1(0 ga) AND 11/2 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 8602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR GUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. 2015 LA54NGT0N STATE ENERGY' CREDIT- TABLE 40(o.2 CREDIT OPTION DESCRIPTION 0.5 IA EFFICIENT BUILDING ENVELOPE IA: PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE 8402.1.1 WITH THE FOLLOWING MEDICATIONS: FENESTRATION U.=0.28 FLOOR R-38 SLAB ON GRADE R-10 PENTAMETER AND UNDER ENTIRE SLAB BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED SECTION 8402.1.4 REDUCE THE TOTAL UA BY 5% 0.5 2A AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: COMPLIANCE BASED ON 8402.4.1.2: REDUCE THE RESTED AIR LEAKAGE TO 3.0 AIR CHANGE PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION MI501.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATT/CFM), NOT INTERLOCKED WITH THE FURNACE FAN VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. 1.0 3A HIGH EFFICIENCY HVAC EQUIPMENT 3A: GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFU OF '35% TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 1.5 5C EFFICIENT WATER HEATING 5C: WATER HEATING SYSTEM SHALL INCLUDE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91 3.5 TOTAL: C6 c o c: (D N0 a) > - >, c u7 cV J 2 E .P) a) � (1) (D 0 0 (D (1)) -0 o o ❑ ca 0- Q_ Q_ _0ca __ � -0 ca > 0 -0 1: oaa)a)2-00 a)Ec u) IcD ca CD E (D u,,, U vi z o -0 a) � U Q � o .co cn ❑ U) o E-a'cz (D E E- cn.� w (D H c 0❑ ca > J H J a Q d CD J Ln 0 T 00 Q r� E 0 v � o M M > 00 rnM ra N E M 00 U -f N i2 fV M (z Lf W N Ln Z O Q �10 a U - REVISION DATE: INIT: PROJECI 06-03-19 MEY DATE: 04-30-2018 INIT: JACK 4 PROJECT #: * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. I $NOTE , BUILDING AIR LEAKAGE TEST REQUIRED AS PER WS€C 8402.4.1.2 pUCTS -pUCTS SHALL BE LEAK 7E67Ep IN ACCORDANCE LUITH LU6U R6-33 PER W,5EC 8403.3.3 -DUCTS, AIR HANDLERS, FILTER BOXES SHALL BE SEALED AS PER M1601.4.1-8403.3.2 LANDING AT EXTERIOR DOORWAY SMALL NOT BE MORE THAN 13/4" BELOW THE TOP OF THRESHOLD PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES NOT SWING OVER THE LANDING. IRC 8311.3.2 *DRYER VENT, 1`11502.4.6 LENGTH IDENTIFICATION. WHERE THE EXHAU6T DUCT EQUIVALENT LENGTH EXCEED6 35 FEET (10 668 MM), THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEE (1829 MM) OF TITE EXITAUST DUCT CONNECTION 604.10.1 TRACER WIRE, PLASTIC MATERIALS FOR BUILDING SUPPLY PIPING OUTSIDE UNDERGROUND SHALL HAVE A BLUE INSULAT€D COPPER TRACER WIRE OF OTHER APPROVED CONDUCTOR INSTALLED ADJACENT TO THE PIPING. ACCE65 6HALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE NONMETALLIC PIPING. TITE TRACER WIRE SIZE SMALL BE NOT LESS THAN IS AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL. s 14'-6" �'-0 1-0 11 5,04,0 XO MASTER, 5U I TE 14' -0"X15' -O" 11OV �5D 21'-6" 8'-10" :10 -5° _110V 5' -II" 4068 BI -PASS } 2668 110V ,��� 110Vf �5 SSD: / SSD 8AtH 5'-6"X13'-0 EGRESS 50401 XO 3040 SH u EGRESS 5040 I XO Efl 3'-0" 2'-6" 5'-6" 5'-6" loe 4'-4" 2'-4" 2'-10" 1 e 5'-0" 5'-6" II' -0" 9'-6" 10'-0" 0 UPPER FLOOR PLAN © 2018 Level Design, LLC. SCALE: 1/4" =1'-0" PROVIDE FIR€5LOCKING A5 REQUIRED (5€€ NOTES ON SHEET 1) - WINDOW HEADERS AT ra'-8" 45OVE SU5 FLOOR, U.N.O. - EXTERIOR LJALL5 TO E3E 2Xro AT 1/0" O.C., U.N.O. INTERIOR PARTITION5 TO E3E 2X4 AT 1�ep" O.C. (2X& e PLUMBING UJALL5) U.N.O. - PROVIDE 5UPPLEMENTAL J015T5/5LOC INC E3ELOJJ SHEAR JJALL5 A5 INDICATED ON FRAMING PLAN PROVIDE SOLID FRAMING EQUAL TO THE UJIDTH OF THE MEM5ER 5EING 5UPPORTED (U.N.O.) VENTILATION SCHEDULE VENTILATION RE(QUIREMI=NTS OF IRC TA5LE M1507.4 51'MLOL MAIN FLOOR: 148 KITCHENS 100 CFM INTERMITTENT OR I (V.T.0) 25 CFM CONTINUOUS 5F, E34THROOM5-TOILET ROOM5 MECHANICAL EXHAUST CAPACITY 2 (YT O) OF 50 CFM MIN, INTERMITTENT OR 20 GARAGE: CFM CONTINUOUS VENTILATION RATE FOR WHOLE HOUSE FAN TO 5E -15 CFM PER TASLE 1-11E01.3.3(1) INDOOR AIR QUALITY MVAC CONTRACTOR TO 5PECIFY LOCATION. SMOKE DETECTORS INSTALL SMOKE D€TECTOR5 UJHER€ INDICATED OSD ALL SMOKE DETECTOR RECEIVE THERE POUJER FROM THE PRIMAR AND INTERCONNECTED PER 8314 $414,&.4 CARBON MONOXIDE ALARMS 8315.5 POWER SOURCE. CARBON MONOXIDE ALARMS 6HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING 16 6ERVED FROM A COMMERCIAL 6OURCE AND, WHERE PRIMARY POWER 16 INTERRUPED, SHALL RECEIVE POLDER FROM A BATTERY. WIRING 6HALL C/M BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH, OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. EXCEPTION6: 1. CARBON MONOXIDE ALARMS 6HALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POUTER. 1 na 12'-0" MAIN FLOOR PLAN © 2018 Level Design, LLC. SCALE: 1/4" =1'-0" - ALL DOOR/UJINDOUJ HE4DER5 TO 5E 4x10 DF#2 AT 2x(o SEARING UJA1_1_5 , U.N.O., (o'-0" MAX. SPAN ALL DOOR/IJJINDOJJ WEADER5 TO 5E 4xIO DF#2 AT 2x4 5EARING UJALLS, U.N.O., �'-0" MAX. SPAN - WINDOW kE,4DER5 AT (o'-8" 45OVE 5U5 FLOOR, U.N.O. - PROVIDE FIREE3LOC ING AS REQUIRED (5EE NOTE5 ON SHEET I) - EXTERIOR UJALL5 TO E3E 2Xro AT I(o" (MAX.) O.C. U.N.O. INTERIOR PARTITION5 TO 5E 2x4 AT l(o" O.C. (2Xro i) PLUM5ING UJALL5, U.N.O.) DUCTS THROUGH UJALL OR CEILING COMMON TO HOUSE MIN. 2(o GAGE STEEL - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MENDER E5EING 5UPPORTED (U.N.O.) AREA SUMMARY N 06-03-19 MAIN FLOOR: 148 5F. UPPER FLOOR: 1128 5F, TOTAL: 187& 5F. GARAGE: 380 SF, GLAZING SUMMARY JJINDOUJS: m ri DOORS LJ/ MORE THAN 50% GLAZING: 0 5F. 5 ''L IGHTS: 0 5F, TOTAL: 12'-0" MAIN FLOOR PLAN © 2018 Level Design, LLC. SCALE: 1/4" =1'-0" - ALL DOOR/UJINDOUJ HE4DER5 TO 5E 4x10 DF#2 AT 2x(o SEARING UJA1_1_5 , U.N.O., (o'-0" MAX. SPAN ALL DOOR/IJJINDOJJ WEADER5 TO 5E 4xIO DF#2 AT 2x4 5EARING UJALLS, U.N.O., �'-0" MAX. SPAN - WINDOW kE,4DER5 AT (o'-8" 45OVE 5U5 FLOOR, U.N.O. - PROVIDE FIREE3LOC ING AS REQUIRED (5EE NOTE5 ON SHEET I) - EXTERIOR UJALL5 TO E3E 2Xro AT I(o" (MAX.) O.C. U.N.O. INTERIOR PARTITION5 TO 5E 2x4 AT l(o" O.C. (2Xro i) PLUM5ING UJALL5, U.N.O.) DUCTS THROUGH UJALL OR CEILING COMMON TO HOUSE MIN. 2(o GAGE STEEL - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MENDER E5EING 5UPPORTED (U.N.O.) AREA SUMMARY INIT: PROJECT #: 06-03-19 MAIN FLOOR: 148 5F. UPPER FLOOR: 1128 5F, TOTAL: 187& 5F. GARAGE: 380 SF, GLAZING SUMMARY JJINDOUJS: O SF - DOORS LJ/ MORE THAN 50% GLAZING: 0 5F. 5 ''L IGHTS: 0 5F, TOTAL: 0 5F. GLAZING PERCENT: 0 % UJDUJ 5F / FLR 5F. (%) SECTION 406.1.4 #I SEPARATION. PRIVATE RESIDENTIAL GARAGES ATTACHED TO A DWELLING UNIT SHALL BE SEPARATED FROM THE DWELLING UNIT WITH ONE LAYER OF 8" TYPE -X SHEETROCK ON THE GARAGE SIDE, THIS SHEETROCK SHALL BE CONTINUOUS FROM THE FOUNDATION TO ROOF SHEATHING, OR ON ALL WALLS AND CEILING OF THE GARAGE. WHEN A DWELLING UNIT 16 LOCATED ABOVE A GARAGE, ALL WALL6 AND CEILING OF THE GARAGE SHALL HAVE MINIMUM ONE LAYER OF $" TYPE -X SHEETROCK. WHEN FRAMING MEMS€85 ARE MOIRE THAN 16" O.C. TWO LAYERS OF $" TYPE -X SH€€TROCK SHALL BE REQUIRED. 6HEETROCK 6HALL BE NAILED AT 1" O.C. ON BOTH EDGE AND FIELD WITH 6D (2") NAIL6. OPENINGS SUCH AS DOORS AND ATTIC ACCESSES SHALL BE 1-1" SOLID CORE DOORS, OR A 20 -MINUTE RATED ASSEMBLY AND SHALL BE SELF CLOSING AND SELF LATCHING. PENETRATIONS SHALL BE STEEL, FERROUS OR COPPER PIPES, OR STEEL CONDUIT, OR ONE-HOUR LISTED ASSEMBLIES. NO WINDOWS SHALL BE PERMITTED IN THE GARAGE/HOUSE UJALL. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURP06E6 6HALL NOT BE PERMITTED. 9 um C6 c O cn ami J 2 E� � �cno�,00�t.aia�ia2 S'�� o v off— a O a) (D O OL a) U~ i a) Q= •� J cz U Z U i vi -o a) 2 Sm L JUOJ�,c0c Dx- Ew) a)a) C U Q_ a) o cn cn a) 2 0 U) O E -2)0 co E c� J cn o 0 U U O cz a) H CIO a- C) a cz > Q J H+ J Ll d d J 0 n 2 5 � o li M 00 ::r 00 M .a N -.;4: M 00 LM N fV M W N n Z O Q D a LL. REVISION DATE: INIT: PROJECT #: 06-03-19 MEY DATE: 04-30-2018 2/1 INIT: JACK 4 PROJECT �: 4" m F SET If U1/ FIL COMPOSITION ROOFING ON -r— kern nrn ie —1 t i. ire 1 n vaer.1t SECTION "A" © 2018 Level Design, LLC. TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 15# ROOPING PELT - 7/14�," SHEATHING RATED 24/1(o - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R-4:� INSULATION - 5/8" GUJE3. CEILING - 1/a" TO 1/4" t"E5LI SCREEN OVER OFENINGS - MINIMUM N€T FFEE VENTILATING AR€A SMALL 5E 1/150 OP VENTED ARI=A SPACE OR 1/300 IF 40 -SO% VENTING IN UPPER ATTIC OR RAFTER SPACE. PER IRC R8O&.2 - PROVIDE 1" MINIMUM CLEARANCE E5ETWEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION RBOro.3 TYPICAL WALL CONSTRUCTION - SIDING AND/OR VENEER PER ELEVATION - 7/1(c" PLY OR 055 SHTG.( U.N.O ) = 7TVE< 5UILDING I.JRAP OR EQ. - 2Xro STUDS '@ Ill O.C. EXTERIOR WALLS U.N.O. EXTERIOR WALL NOTCH 25io, FORING 40% (oOio FORING IF DOUFLED 4 NOT MORI= THAN TUJO -SUCCESSIVE STUDS. SEE NOTE ON SHEET 1 - 2x4 STUDS e IG " O.C., INTERIOR PARTITIONS (2X(o15) PLUME5ING WALL&) NON -FEARING WALL MAXIMUM NOTCH 40%, FORING &0io HOLES NO CLOSER TH€ 5/8 INCH TO FACE OF STUD - R-21 INSULATION WITH VAPOR FARRIER - 1/2" GUJF, INTERIOR SHEATHING TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" TsG PLT WOOD 5U5FLOOR (GLUE AND NAIL) - PLOOR JOISTS PER PLAN - 8-30 INSULATION OVER UNHEATED AREAS SCALE: 1/4" =1'-0" COMPOSITION RC 15* FELT PAPER 1/16" SHEATHING ROOF FRAMING F INSULATION BAFF VENTED BLOCKY 5/4 x 8 FASCIA CONTINUOUS MET, R-10 RIGID INSUL 2x6 STUDS o 16" R-21 INSULATION 1/16" SHEATHING TYVEK WRAP - T' SIDING PER ELE\ 1/4" TSG PLYWOOC FLOOR JOISTS PE WINDOW HDR, PEf 5/4 TRIM SURROU WINDOW U1/ INS. GI 3/4" TSG PLYWOOE FLOOR JOISTS PE R-30 INSULATION 5/4 X 10 TRIM B< 2X P.T. WOOD SIL 4" 4 CO TO STOP 4" o PE SET IN l UJ/ FILTE=R r,yor-,K. vvcr-, lAL GUTTER ON 45CIA BD. TYP. S a ILATION R ELEVATIONS WRAP ON OR OSB SHEATHING. TYPICA WALL SECTION SUBFL SUB FL SCALE N.T.S. NOTE: �/I6" 5HEATHINGS NOT REQUIRED ON EXfi, WALL5 WHEfRE fit=11 51DING IS 51EOIFIED (UNLE55 NOTED OTHEF l5E IN THE 5HE,4R UW,41-1- 5REG1F1G,4filON5) 44NDRAI1- TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR. HANDGRIP PORTION OF HANDRAILS 4" SPHERE S ALL SHALL DAVE CIRCULAR GROSS SECTION NOT PASS I-ROUC�-I OF 1/4° MIN. 2" MAX. ALL REQUIRED GUARDRAILS TO BE 36" 4 / I MIN, IN HEIGI-IT, �w OPENINGS POR REQUIRED GUARDS ON 7HE SIDES OF STAIR TREADS &HALL NOT ALLOW A eFHERE 43/a INGLES (10-lmm) TO PASS TI4ROUGI4, 3/4" MIN.-Il/4" MAX NOSING � SIMPSON LSC ORISIMULAR BRACKET 10" SPHERE UNABLE TREAD ; TO PASS THROUGH OPENING BELODU STAIR INSTALL 1/2" GUJB a CEILING, AND WALLS 2X4 THRUST BLOCK (3) 2X12 STRINGERS FIRE BLOCKING a MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 4/2" INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS 8311.1.1 - 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 8303.1 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION 8312.3 - MINIMUM STAIRWAY UIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 8311.1.1 - STAIR S STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31/2" CLEAR IF ONE HANDRAIL, S 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 NOSING SHALL BE NO MORE THAN /2" IRC SECTION 8311.1.5.3 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 3/$" IRC SECTION 8311.1.5.1 - NOSING IS NOT REQUIRED FOR STAIRS W17H TREADS GREATER THAN 11" RC SECTION 8311.1.5.3 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DUJELLING. IRC SECTION 8303.1 - A MAXIMUM SLOPE OF 1:48 (2%) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. RC SECTION 8311.3 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE. IRC SECTION 8311.1.5.2.1 - WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION R311.1.5.2.1 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC 8311.1.6 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.16 STAIR DETAIL SCALE: N.T.S. ALL PLUMBING WC COMPLY W17H NAT APPLICABLE STA' LOCAL PLUMBING 11/2 " HARDWOO[) HANDRAIL SOLID BLOCKING AS REQUIRED PRE FINISH METAL BRACKET TYP. T"'F, 44NDfiR,4f L 2EFER To IANUFACTURER 11NIMUM 10UNTING ®LEARANCES OPTION: 55 EFFICIENT WATER HEATING - GAS, PROPANE, OR OIL WATER HEATER WITH A MINIMUM EF OF 0.82, 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 MUST BE SHOUJN ON THE PERMIT DRAWINGS. T ANKLESS WATER HEATER SCALE: N.T.v�_ * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACrc;OMRANIED BY REVISED DRAWINGS. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. N (Dr r um cli � O ��To a� > >. cn � N J i .� a) C' -0o 0ooff-QQ Cc,- ami a) 2-0 2 c)- E-0 o � a) .� U lj O cn c E 0 c 0 O J j c O 0 0- cz E c J E cO Q (� 0 a) 0 'fA N O N O a) U Q a) o cn cn 0 cn0E-2)ca �EcaE cn�T) � U O O W c CZ a) J� N F- cz0-0�� a9 > 0--1P J d d J Ln 0 00 (31, Q r� 0 v � o M M Q"l- � N � M 00 U-) N N M >Ln W N Ln Z CD a �10 [1- u - REVISION ]DATE: INIT: PROJECT #: 06-03-19 MEY DATE: 04-30-2018 3 INIT: JACK 4 PROJECT �: RIGHT ELEVATION SCALE: 1/4" =1'-0" LEFT ELEVATION NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF SCHEDULE AND ENGINEERING PLAN WHICH PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO CONTAIN DETAIL REFERENCES AND/OR DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT INSTRUCTIONS PERTAINING TO EACH SHEAR WALL BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM INDICATED IN THIS PLAN. UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. DN. TO GRADE GOVT. METAL 5/4 X 5 F,45C1 Rmn-9 5/4 x 4 GORNE 5/4 > I — —. DN. TO GRADE REAR ELEVATION SCALE: 1/4" =1'-0" -11-1 1 .1. - n - POST UJ/ I x CEDAR DN. TO GRAD€ TYP, NOTE: APPROVED NUI`15ER5 CR ADDRESSES SI -TALL E3E PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO ISE PLAINL'' VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONT ELEVATION ��° �N UGJIfiN � �21'°����-ADDRESS NUMBERS ARE REQUIRED TO 5E SCALE: 1/4" =1'-0" © 2018 Level Design, LLC. SCALE: 1/4" =1'-0" VER11-Y SHEAR WALL NAILING AND HOLDOWNS ARE P€R PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING MASONRY AND WOOD FFAM€ CHIMN€Y& ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZ€D SHEET METAL FLASHING AND COUNT€F17LASHING AT ALL F,OOF / WALL INTERSECTIONS, CHIMNEY&, AND &<YLIGHTS PROVIDE JJEATHERSTRIPPING AND FLASKING AT ALL DOORS AND WINDOW& AS REQUIRED CAULK ALL EXTERIOR JOINTS AND PENETRATIONS POST ADDRESS ON BLDG, PRIOR TO FINAL INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFAGE W,4TER AWAY FROM FOUNDATION WALL. SLOPE SHALL B€ (o" IN FIRST 10 FT, OR DRAINS OR SI.UAL€S SHALL B€ PROVIDED TO €NSUR€ DRAINAGE AWAY FROM STRUGTUPE - FASTENERS TO BE NOT -DIPPED GALV- STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE -PAINTED G.I. Z11 PL,45PING AT ALL EXT. DOOR & WINDOW �-IEADERs. TAL GUTTER ON ASGIA BD. TYP. ING --R BD. TYP, 0 BAND BD, TYP. N cor lr� LL 0 amiJ02 E 2.28 ioiQ2 c'� o 0 o off— a a) cA U •i - L— >1 oa�ia)��o��a)��� U N Q— 2J Q(a U 0a) .� U i vi -00N O U _E E � U O J j O c 0 Q co co c Q ca � � ca cn N- p 0 a) a) U Q a) o cn co a) E. 0 cn O E •� c ca co � a) U O O � ca a) J� a) H ca a- o a ca > Q J H IS J d d J Q r� 0 v � o M M Q 00 M � N � M 00 Ln N N � M_ W N Ln Z o Q �10 a u - REVISION DATE: INIT: PROJECT #: O(0-03-19 MEY DATE: 04-30-2018 4/jINIT; JACK 4 11 PROJECT 0: 6/16/2019 6/18/2019 6/18/2019 6/18/2019 6/18/2019