Loading...
Building PlansGENERAL NOTES BUILDING CODE: 2018 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2018 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 FLOOR DEAD LOAD = 15 PSF WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B", RISK CAT. II TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE R301.2(11 GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDER - LAYMENT FLOOD HAZARDS AIR FREEZING MEAN ANNUAL SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DF -L #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, FROST LINE TERMITE LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH MEMBERS TEMP. REQUIRED POSTS INDEX TEMP w/o adhesive HF #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, INCHES 4X6 OR LARGER FRAMING E=1600000psi 6X6 OR LARGER DF -L #1 - Fb=700 psi, Fv=85 psi, Fc=475 psi, SLIGHT- CEILING PERPENDICULAR PER 50 50 25 110 16 8 16 D1/D2 MOD 18 MOD 17 NO LOCAL RINGED; OR 5d COOLER NAIL, 0.086" DIA., 1-5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD CEILING PERPENDICULAR 24 7 12 1/2" NAIL, 0.0915" DIA., 1-7/8" LONG, 9/32" HEAD. JURISDICTION EITHER DIRECTION 24 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) 60111aTiTY]IN AS 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. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 60. U.N.O. (SEE STRUCTURAL) FOUNDATION 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 5'-0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. 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. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC R317.1.1, 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 GRADE. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. DAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (B) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: / 1. BITUMINOUS COATING. 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. -" COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING 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. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. WATERPROOFING R406.2 - IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. 2 -PLY HOT -MOPPED FELTS. 2. 55 POUND ROLL ROOFING.. 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. 8. 60 -MIL SOLVENT -FREE, LIQUID -APPLIED SYNTHETIC RUBBER. EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF 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 200A F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION R408.1 - THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY THE BASEMENT) SHALL HAVE VENTILATION OPENING THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SIX MIL (0.006 IN THICK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES. DRAFTSTOPPING & FIRE BLOCKING DRAFTSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, 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 R302.12.1 FIREBLOCKING R302.11 IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED 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 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 R302.7 (\" GWB) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 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 SEPARATION. 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. WALL CONSTRUCTION f FRAMING GENERAL ALL MINIMUM NAILING SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.10.1 AND IRC TABLE R602.3(1) UNLESS NOTED OTHERWISE. GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 2X4 ORIENTATION OF MODERATE WEATHERING POTENTIAL BASEMENT SLABS & INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS. ( NON-STRUCTURAL) 2,500 psi BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS & OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER. 3,000 psi (5% to 7% air entrained) PORCHES, CARPORT SLABS & STEPS EXPOSED TO THE WEATHER & GARAGE FLOOR SLAB. 3,000 psi (5% to 7% air entrained) CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 60. U.N.O. (SEE STRUCTURAL) FOUNDATION 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 5'-0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. 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. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC R317.1.1, 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 GRADE. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. DAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (B) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: / 1. BITUMINOUS COATING. 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. -" COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING 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. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. WATERPROOFING R406.2 - IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. 2 -PLY HOT -MOPPED FELTS. 2. 55 POUND ROLL ROOFING.. 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. 8. 60 -MIL SOLVENT -FREE, LIQUID -APPLIED SYNTHETIC RUBBER. EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF 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 200A F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION R408.1 - THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY THE BASEMENT) SHALL HAVE VENTILATION OPENING THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SIX MIL (0.006 IN THICK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES. DRAFTSTOPPING & FIRE BLOCKING DRAFTSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, 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 R302.12.1 FIREBLOCKING R302.11 IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED 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 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 R302.7 (\" GWB) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 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 SEPARATION. 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. WALL CONSTRUCTION f FRAMING GENERAL ALL MINIMUM NAILING SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.10.1 AND IRC TABLE R602.3(1) UNLESS NOTED OTHERWISE. GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R702.3.5 THICKNESS OF 2X4 ORIENTATION OF MAXIMUM MAXIMUM SPACING HF #2 - Fb=850 psi, Fv=75 psi, Fc=1300 psi, GYPSUM BEAM GYPSUM SPACING OF OF FASTENERS (INCHES) DF -L #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, BOARD OR APPLICATION BOARD OR FRAMING STUDS SIZE OF NAILS FOR APPLICATION NAILS SCREWS GYPSUM PANEL HF #2 - Fb=850 psi, Fv=75 psi, Fc=1300 psi, GYPSUM PANEL MEMBERS TO WOOD FRAMING PRODUCTS POSTS PRODUCTS TO (INCHES O.C.) w/o adhesive HF #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, INCHES 4X6 OR LARGER FRAMING E=1600000psi 6X6 OR LARGER DF -L #1 - Fb=700 psi, Fv=85 psi, Fc=475 psi, 3/8 CEILING PERPENDICULAR 16 7 12 13 GAGE, 1-1/4" LONG, 19/64" HEAD. 0.098" DIA., 1-1/4" LONG, ANNULAR - WALL EITHER DIRECTION 16 8 16 1 RINGED; OR 4d COOLER NAIL, 0.080" DIA., 1-3/8" LONG, 7/32" HEAD. CEILING EITHER DIRECTION 16 7 12 13 GAGE, 1-3/8" LONG, 19/64" HEAD; 0.098" DIA., 1-1/4" LONG, ANNULAR - RINGED; OR 5d COOLER NAIL, 0.086" DIA., 1-5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD CEILING PERPENDICULAR 24 7 12 1/2" NAIL, 0.0915" DIA., 1-7/8" LONG, 9/32" HEAD. WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 CEILING EITHER DIRECTION 16 7 12 13 GAGE, 1-5/8" LONG, 19/64" HEAD; 0.098" DIA., 1-3/8" LONG, ANNULAR - RINGED; OR 6d COOLER NAIL, 0.092" DIA., 1-7/8" LONG, 1/4" HEAD; OR GYPSUM BOARD CEILING PERPENDICULAR 24 7 12 TYPE X AT GARAGE 5/8" CLG BENEATH HABITABLE ROOMS 1-7/8" LONG 6d COATED NAILS OR EQUIVALENT DRYWALL SCREWS. SCREWS SHALL COMPLY PERPENDICULAR 24 6 6 WITH SECTION R702.3.5.1. WALL EITHER DIRECTION 1 24 1 8 12 13 GAGE, 1-5/8" LONG, 19/64" HEAD; 0.098" DIA., 1-3/8" LONG, ANNULAR - RINGED; OR 6d COOLER NAIL, 0.092" DIA., 1-7/8" LONG, 1/4" HEAD; OR GYPSUM BOARD WALL EITHER DIRECTION 16 8 16 APPLICATION WITH ADHESIVE 3/8" CEILING PERPENDICULAR 16 16 16 SAME AS ABOVE FOR 3/8" GYPSUM BOARD AND GYPSUM PANEL PRODUCTS. WALL EITHER DIRECTION 16 16 24 CEILING EITHER DIRECTION 16 16 16 1/2" OR 5/8" SAME AS ABOVE FOR 1/2" AND 5/8" GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, CEILING PERPENDICULAR 24 12 16 RESPECTIVELY. WALL EITHER DIRECTION 24 16 24 TWO CEILING PERPENDICULAR 16 16 16 BASE PLY NAILED AS ABOVE FOR r GYPSUM BOARD AND GYPSUM PANEL PRODUCTS; FACE 3/8 LAYERS PLY INSTALLED WITH ADHESIVE. WALL EITHER DIRECTION 24 24 24 FASTENERS 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 TO THE LATEST EDITION OF WWPA GRADING RULES FOR THE WESTERN LUMBER. 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=850 psi, Fv=75 psi, Fc=1300 psi, E=1200000psi 2X6 OR LARGER HF #2 - Fb=850 psi, Fv=75 psi, Fc=1300 psi, E=1200000psi BEAM 4X DF -L #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, E=1600000psi 6X OR LARGER DF -L #2 - Fb=875 psi, Fv=85 psi, Fc=600 psi, E=1300000psi STUDS 2X4 HF #2 - Fb=850 psi, Fv=75 psi, Fc=1300 psi, E=1200000psi 2X6 OR LARGER HF #2 - Fb=850 psi, Fv=75 psi, Fc=1300 psi, E=1200000psi POSTS 4X4 HF #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, E=1600000psi 4X6 OR LARGER HF #2 - Fb=900 psi, Fv=95 psi, Fc=1350 psi, E=1600000psi 6X6 OR LARGER DF -L #1 - Fb=700 psi, Fv=85 psi, Fc=475 psi, E=1300000psi 6X6 OR LARGER DF -L #2 - Fb=700 psi, Fv=85 psi, Fc=475 psi, E=1300000psi 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 ISL" 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 LIMITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. 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 LICENSED PROFESSIONAL ENGINEER 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" RATED 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 RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON 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. 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, 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 ALL PROJECTING 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. EXTERIOR DOORS. WINDOWS AND SKYLIGHTS PER 2018 WASHINGTON STATE ENERGY CODE 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. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION R310 -EMERGENCY ESCAPE & RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTION: STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQ FT. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MIN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SEC. R310.2.3. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R308.4 1. GLAZING IN DOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS IN SLIDING, & BIFOLD DOOR ASSEMBLIES PER IRC SECTION R308.4.1. 2. GLAZING ADJACENT TO DOORS - PANELS WITHIN 24" OF EITHER SIDE OF THE DOOR IN CLOSED POSITION PER IRC SECTION R308.4.2. 3. GLAZING IN WINDOWS - THE PANE IS LARGER THAN 9 SQ. FT., THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR, THE TOP EDGE IS MORE THAN 36" ABOVE THE FLOOR, AND ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING PER IRC SECTION R308.4.3. 4. GLAZING IN GUARDS AND RAILS PER IRC SECTION R308.4.4. 5. GLAZING IN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SECTION R308.4.5. 7. GLAZING ADJACENT TO STAIRS AND RAMPS - WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS PER IRC SECTION R308.4.6. 8. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING - WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING PER IRC SECTION R308.4.7. INSULATION AND MOISTURE PROTECTION R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. R302.10.1 INSULATION INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPRO-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 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EXCEPTIONS: 1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX 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 FIBER LOOSE -FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.10.3, SHALL NOT BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. R302.10.2 LOOSE -FILL INSULATION LOOSE -FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. EXCEPTION: CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S102.2, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3. R302.10.3 CELLULOSIC FIBER LOOSE -FILL INSULATION CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS 1209 AND 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR, PARTS 1209 AND 1404. R302.10.1 EXPOSED ATTIC INSULATION EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. R302.10.5 TESTING TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E 970. 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. R702.7 VAPOR RETARDERS CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 6, 7, 8, AND MARINE 4. EXCEPTIONS: 1. BASEMENT WALLS. 2. BELOW -GRADE PORTION OF ANY WALL. 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. R702.7.1 CLASS III VAPOR RETARDERS CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY ONE OF THE CONDITIONS IN TABLE R702.7.1 IS MET. R702.7.2 MATERIAL VAPOR RETARDER CLASS. THE VAPOR RETARDER CLASS SHALL BE BASED ON THE MANUFACTURER'S CERTIFIED TESTING OR A TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPECIFIED: CLASS I: SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL. CLASS II: KRAFT -FACED FIBERGLASS BATTS. CLASS III: LATEX OR ENAMEL PAINT. R702.7.3 MINIMUM CLEAR AIRSPACES AND VENTED OPENINGS FOR VENTED CLADDING. FOR THE PURPOSES OF THIS SECTION, VENTED CLADDING SHALL INCLUDE THE FOLLOWING MINIMUM CLEAR AIRSPACES. OTHER OPENING WITH THE EQUIVALENT VENT AREA SHALL BE PERMITTED. 1. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATHER -RESISTIVE BARRIER AS SPECIFIED IN TABLE R703.3(1.). 2. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED IN TABLE R703.8.4. 3. OTHER APPROVED VENTED CLADDINGS. WSEC R402.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. R402.4.1.2 TESTING THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR EXCHANGES PER HOUR. INSPECTIONS AND ENFORCEMENT POSTING OF CERTIFICATE WSEC R401.3 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 CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT 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. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATES 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 CERTIFICATES 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. DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU R5-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2018 WSEC SEC, R40333, A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. BUILDING AIR LEAKAGE TESTING 2018 WSEC SEC. R402.4 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. PLUMBING NOTES: RODENT PROOFING: 2018 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS \ OF AN INCH IN THE LEAST DIMENSION. 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.12.2 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.12.3 TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING EXCEEDING \ OF AN INCH IN THE LEAST DIMENSION. WATER HAMMER: 609.10(UPC) BUILDING WATER SUPPLY SYSTEM WHERE QUICK -ACTING VALVES ARE INSTALLED SHALL BE PROVIDED WITH WATER HAMMER ARRESTER(S) TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. WATER HAMMER ARRESTORS SHALL BE APPROVED MECHANICAL DEVICES IN ACCORDANCE WITH THE APPLICABLE STANDARD AND SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO QUICK ACTING VALVES. LIGHTING WSEC SECTION R404 LIGHTING EQUIPMENT PER SEC R404.1 - A MINIMUM OF 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. INTERIOR STAIRWAY ILLUMINATION PER SEC R303.7 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. DRILLING AND NOTCHING STUDS PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN } INCH 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% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R602.3(2). EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.6.1 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 IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 INCH THICK AND 1-1/2" INCHES WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 10d NAILS HAVING A MINIMUM LENGTH OF 1-1/2" INCHES AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE FIGURE R602.6.1. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUTIS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. cn 0 Z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: 1361 Date: 8-22-22 N1 VENT LAT ON ROOF ATTIC VENTILATION CALCULATIONS VENTILATION CALCULATIONS & REQUIREMENTS AT LEAST 40%& NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16" INCH MINIMUM AND 1/4" INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16" MINIMUM AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. MINIMUM VENT AREA PER SEC. R806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R806.3 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. 504 SQ. FT. OF ATTIC AREA 300 = 1.68 SQ. FT OF VENTILATION REQUIRED (242 SQ. INCHES) UPPER VENTS = 121 Sq. In. (3 AF50 VENTS) LOWER VENTS = 121 Sq. In. 11 EAVE VENTS x 12" PER BLOCK = 132 Sq. In. =9191TAIM1911100 238 SQ. FT. OF ATTIC AREA/300 = .80 SQ. F OF VENTILATION REQUIRED (115 SQ. INCHES) UPPER VENTS = 58 Sq. In. (2 AF50 VENTS) LOWER VENTS = 58 Sq. In. 5 EAVE VENTS x 12" PER BLOCK = 60 Sq. In. 040 bU. r 1. Ur A I Ill, AKtA/ JUU = 135Z bU. r I OF VENTILATION REQUIRED (262 SQ. INCHES) UPPER VENTS = 131 Sq. In. (3 AF50 VENTS) LOWER VENTS = 131 Sq. In. 11 EAVE VENTS x 12" PER BLOCK = 132 Sq. In. ® AF50 ROOF VENTS. (50 ` IN. PER VEN NOTE: EAVE VENTING PROVIDED BY (4)-2 1, "BIRD HOLES" PER EAVE BLOCK. (4)-2 1/8" DIA HOLES = 14.16 Sq. N.F.A. w/ MESH = 12" Sq. In. PER E REQJ REMENTS WHOLE HOUSE VENTILATION USING EXHAUST FANS 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" ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEC SEC. 403.1.1 VENTILATION 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 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. UTILITY ROOM NOTES/MAKE UP AIR: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, 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 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 APPROVED MEANS. C :3 = 100 SQ INCH TRANSFER GRILL PER IRC G2439.5 (614.6) WHOLE HOUSE VENTILATION SYSTEM USING EXHAUST FANS SEC. M1505 AS AMENDED BY WASHINGTON STATE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY MECHANICAL VENTILATION SYSTEM FANS ARE REQUIRED TO MEET THE EFFICACY REQUIREMENTS OF TABLE R403.6.1. M1505.1 GENERAL WHERE LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. M1505.2 RECIRCULATION OF AIR EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS OF THE BUILDING. THIS SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN ACCORDANCE WITH THE EXCEPTION TO SECTION M1503.3. M1505.3 EXHAUST EQUIPMENT. EXHAUST EQUIPMENT SERVING SINGLE DWELLING UNITS SHALL BE LISTED AND LABELED AS PROVIDING THE MIN. REQUIRED AIRFLOW IN ACCORDANCE WITH ANSI/AMCA 210-ANSI/ASHRAE 51 M1505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM EACH DWELLING UNIT SHALL BE EQUIPPED WITH A VENTILATION SYSTEM. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4. M1505.4.1 SYSTEM DESIGN THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY FANS, ONE OR EXHAUST FANS, OR AN EVR/HRV WITH INTEGRAL FANS, ASSOCIATED DUCTS AND CONTROLS. WHOLE HOUSE MECHANICAL VENTILATION SUPPLY AND EXHAUSTFANS PER SECTIONS M1505.4.1.2 THE SYSTEM SHALL BE DESIGNED AND INSTALLED TO EXHAUST AND OR SUPPLY THE MINIMUM OUTDOOR AIRFLOW RATES PER SECTION M1505.4.3 AS MODIFIED BY THE WHOLE HOUSE VENTILATION SYSTEM COEFFICIENTS IN SECTION M1504.4.3.1 WHERE APPLICABLE. THE WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY AT THE MINIUMUM VENTILATION RATE DETERMINED PER SECTION M1505.4.2 UNLESS CONFIGURED WITH INTERMITTENT OFF CONTROLS PER SECTION M1505.4.3.2 M1505.4.1.1 WHOLE HOUSE SYSTEM COMPONENT REQUIREMENTS WHOLE HOUSE VENTILATION SUPPLY AND EXHAUST FANS SPECIFIED IN THIS SECTION SHALL HAVE A MIN. EFFICACY AS PRESCRIBED IN THE WASHINGTON STATE ENERGY CODE. DESIGN AND INSTALLATION OF THE SYSTEM OF EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. WHOLE HOUSE VENTILATION FANS SHALL BE RATED FOR SOUND NO LESS THAN THE MIN. AIRFLOW RATE REQUIRED BY SECTION M1505.4.3.1. VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAX. OF 1.0 SONE. THIS SHOULD RATING SHALL BE AT A MIN. OF 0.1 IN W.C. STATIC PRESSURE IN ACCORDANCE WITH HVI PROCEDURES SPECIFIED IN SECTIONS M1505.4.1.2 AND M1505.4.1.3. M1505.4.1.2 EXHAUST FANS EXHAUST FANS REQUIRED SHALL BE DUCTED DIRECTLY TO THE OUTSIDE. EXHAUST AIR OUTLETS SHALL BE DESIGNED TO LIMIT THE PRESSURE DIFFERENCE TO THE OUTSIDE AND EQUIPPED WITH BACKDRAFT DAMPERS OR MOTORIZED DAMPERS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE. EXHAUST FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE. EXHAUST FANS REQUIRED IN THIS SECTION MAY BE USED TO PROVIDE LOCAL VENTILATION. BATHROOM EXHAUST FANS THAT ARE DESIGNED FOR INTERMITTENT EXHAUST AIRFLOW RATES HIGHER THAN THE CONT. EXHAUST AIRFLOW RATES IN TABLE M1505.4.3(3) SHALL BE PROVIDED WITH OCCUPANCY SENSORS OR HUMIDITY SENSORS TO AUTOMATICALLY OVERRIDE THE FAN TO THE HIGH SPEED AIRFLOW RATE. THE EXHAUST FANS SHALL BE TESTED AND THE TESTING RESULTS SHALL BE SUBMITTED AND POSTED IN ACCORDANCE WITH SECTION M1505.4.1.6. (Ml505.4.1.2.-EXHAUST FANS) M1505.4.1.3 SUPPLY FANS. SUPPLY FANS USED IN MEETING THE REQUIREMENTS OF THIS SECTION SHALL SUPPLY OUTDOOR AIR FROM INTAKE OPENINGS IN ACCORDANCE WITH IMC SECTIONS 401.4 AND 401.5. WHEN DESIGNEDFOR INTERMITTENT OFF OPERATION, SUPPLY SYSTEMS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS IN ACCORDANCE WITH THE WASHINGTONE STATE ENERGY CODE. M1505.4.1.4 BALANCED WHOLE HOUSE VENTILATION SYSTEM. A BALANCED WHOLE HOUSE VENTILATION SYSTEM SHALL INCLUDE BOTH SUPPLY AND EXHAUST FANS. THE SUPPLY AND EXHAUST FANS SHALL HAVE AIRFLOW THAT IS WITHIN 10 PERCENT OR 5 CFM, WHICHEVER IS GREATER, OF THE TOTAL MECHANICAL SUPPLY AIRFLOW RATE. M1505.4.1.5 WHOLE -HOUSE VENTILATION INTEGRATED SUPPLY SYSTEMS USING SPACE HEATING AND OR COOLING AIR HANDLER FANS FOR OUTDOOR AIR SUPPLY DISTRIBUTION ARE NOT PERMITTED. M1505.4.1.6 TESTING. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, BALANCED AND VERIFIED TO PROVIDE A FLOW RATE NOT LESS THAN THE MINIMUM REQUIRED BE SECTIONS M1505.4.3 AND M1505.4.4. TESTING SHALL BE PERFORMED ACCORDING TO THE VENTILATION EQUIPMENT MANUFACTURER'S INSTRUCTIONS, OR BY USING A FLOW HOOD, FLOW GRID, OR OTHER AIRFLOW MEASURING DEVICE AT THE MECHANICAL VENTILATION FANS INLET TERMINALS, OUTLET TERMINALS OR GRILLES OR IN THE CONNECTED VENTILATION DUCTS. WHERE REQUIRED BY THE BUILDING 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 BUILDING OFFICIAL AND BE POSTED IN THE DWELLING UNIT PER SECTION M1505.4.1.7. (M1505.4.1.6 TESTING) M1505.4.1.7 CERTIFICATE. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE MECHANICAL CONTRACTOR, TEST AND BALANCE CONTRACTOR OR OTHER APPROVED PARTY AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. M1505.4.2 SYSTEM CONTROLS THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT COMPLY WITH THE FOLLOWING: 1. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM WITH READY ACCESS BY THE 2. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATION THEIR FUNCTION. RECOMMENDED CONTROL PERMANENT LABELING TO INCLUDE TEXT SIMILAR TO THE FOLLOWING: 'LEAVE ON UNLESS OUTDOOR AIR QUALITY IS VERY POOR'. MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 3. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT WHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED PER SECTION M1505.4.3.2 M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH TABLE M1505.4.3.(1) OR EQUATION 15-1. M1505.4.3.1 VENTILATION QUALITY ADJUSTMENT. THE MINIMUM WHOLE HOUSE VENTILATION RATE FROM SECTION 1505.4.3 SHALL BE ADJUSTED BY THE SYSTEM COEFFICIENT IN TABLE M1505.4.3.(2). M1505.4.3.2 INTERMITTENT OFF OPERATION. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE PROVIDED WITH ADVANCED CONTROLS THAT ARE CONFIGURED TO OPERATE THE SYSTEM WITH INTERMITTENT OFF OPERATION SHALL OPERATE FOR AT LEAST TWO HOURS IN EACH FOUR-HOUR SEGMENT. SEC. M1505 M1505.4.4 LOCAL EXHAUST. BATHROOMS, TOILET ROOMS, AND KITCHENS SHALL INCLUDE A LOCAL EXHAUST SYSTEM. SUCH LOCAL EXHAUST SYSTEMS SHALL HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIRFLOW RATE IN ACCORDANCE WITH TABLE M1505.4.4)1). FANS REQUIRED BY THIS SECTION SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OR AUTOMATIC OCCUPANCY SENSOR, HUMIDITY SENSOR OR POLLUTANT SENSOR CONTROLS. AN "ON/OFF" SWITCH SHALL MEET THIS REQUIREMENT FOR MANUAL CONTROLS. MANUAL FAN CONTROLS SHALL BE READILY ACCESSIBLE IN THE ROOM SERVED BY THE FAN. M1505.4.4.2 LOCAL EXHAUST FANS. EXHAUST FANS MEET THE FOLLOWING CRITERIA: 1. EXHAUST FANS SHALL E TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATION INSTITUTE. TABLE M1505.4.3(1) CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION SYSTEM AIR FLOW RATE REQUIREMENTS. DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA(S.F.) 0-1 2 1 3 1 4 5 OR MORE 4 AIRFLOW IN CFM <500 30 30 35 45 50 501-1,000 30 35 40 50 55 1,001-1,500 30 40 45 55 60 1,501-2,000 35 45 50 60 65 2,001-2,500 40 50 55 65 70 2,501-3,000 45 55 60 70 75 3,001-3,500 50 60 65 75 80 3,501-4,000 55 65 70 80 85 4,001-4,500 60 70 75 85 90 4,501-5,000 65 75 80 90 95 TABLE M1505.4.3(2) INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS RUN-TIME o IN EACH 4 -HOUR SEGMENT 25% 33% 50% 66% 75% 100% FACTOR 4 3 2 1.5 1.3 1.0 TABLE M1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTED EXHAUST RATES AREA TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 ch INTERMITTENT OR 25 BATHROOMS -TOILET RMS MECHANICAL EXHAUST CAPACITY ch CONTINUOUS LAUNDRY ROOMS OF INDOOR SWIMMING POOLS & SPAS 50 cfm INTERMITTENT OR 30 ch CONTINUOUS 2018 ENERGY CODE COMPLIANCE AND OPTIONS * MECHANICAL SYSTEM PIPING IS REQUIRED TO BE INSULATED TO A MINIMUM OF R-6. R403.4. * HOT WATER PIPES ARE REQUIRED TO BE INSULATED TO A MINIMUM OF R-3. R403.5.3 * MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN ACCORDANCE WITH 403.3.3. TESTING TO COMPLY WITH WSU RS -33 SELECTED OPTIONS: 2018 WSEC: 6.0 ENERGY CREDITS REQUIRED PER TABLE 406.2 1 - 1.3 - 2.1 - 3.1 - 5.3= 3 ENERGY CREDITS FUEL NORMALIZATION CREDITS (TABLE R406.2) 1 (0 CREDITS) COMBUSTION HEATING EQUIPMENT MEETING MIN. FEDERAL EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(4) OR C403.3.2(5) 1.3 (0.5 CREDITI PRESCRIPTIVE COMPLIANCE IS BASED TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 5% 2.1 (0.5 CREDIT COMPLIANCE IS BASED TABLE R402.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAX. AT 50 PASCALS OR FOR R-2 OCCUPANCIES, OPTIONAL COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 0.3 CFM/FT SQUARED MAX AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1505.4 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN(S) (MAX. 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN(IF PRESENT). 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. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE MAX. TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. 3.1 (1.0 CREDIT ENERGY STAR RATED(U.S. NORTH)GAS OR PROPANE FURNACE WITH MIN. AFUE OF 95% OR ENERGY STAR RATED(U.S. NORTH)GAS OR PROPANE BOILER WITH MIN. AFUE OF 90% 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 MIN. EQUIPMENT EFFICIENCY. 5.3 (1.0 CREDIT WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MIN. UEF OF 0.91 OR SOLAR WATER HEATING SUPPLEMENTING A MIN. STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MIN. SAVINGS OF 85 THERMS OF 2000 KWH BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG -300 CERTIFIED SOLAR WATER HEATING SYSTEMS OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OPTION 3.3 TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MIN. EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MIN. ENERGY SAVINGS. Q � z w� �Q0 �z Qom= w ~Q 0Q3: IOC Q=� �aLLJ cn 0 Z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: 1361 Date: 8-22-22 N2 DRAWING NO.DATEDESIGN BUILDDRAWN BY DRAWING NO.DATEHOME NAMEREVISIONSPROJECTTITLEDESIGN BUILDDRAWN BY DRAWING NO.DATEDESIGN BUILDDRAWN BY DRAWING NO.DATEHOME NAMEREVISIONSPROJECTTITLEDESIGN BUILDDRAWN BY DRAWING NO.DATEHOME NAMEREVISIONSPROJECTTITLEDESIGN BUILDDRAWN BY GENERAL NOTES: The Structure has been designed to resist code -required vertical and lateral forces after the construction of all structural elements have been completed. Stability of the structural elements prior to completion is the sole responsibility of the General Contractor. Builder is to verify all dimensions prior to starting work. All changes to structure must be reviewed and approved by Phillips Structural Engineering. All materials, methods, and workmanship shall be in accordance with the International Building Code (IBC) 2018 Edition. The Builder is responsible for using safe work practices and conforming to all safety ordinances. Any construction observation performed by the Structural Engineer is for general conformance with design aspects per IBC 1704.6 and is not intended in any way to review the General Contractor's construction procedures. Structural observation does not waive the responsibility for special inspections per Section 1705. STANDARDS: All methods, materials and workmanship shall conform to the 2018 International Building Code (IBC) as amended and adopted by the local Building Official or applicable jurisdiction. STRUCTURAL DESIGN CRITERIA AND LOADING: ROOF LOADING: • DEAD LOAD = 15PSF (NO TILE WEIGHT INCLUDED) • ROOF LIVE LOAD (Lr) = 20PSF • TYPICAL FLAT ROOF SNOW LOAD (Pf) = 25PSF • SNOW EXPOSURE FACTOR (Ce) = 1.0 • SNOW LOAD IMPORTANCE FACTOR (Is) = 1.0 **TYPICAL ROOF SNOW LOAD SHALL NOT BE LESS THAN 25PSF FLOOR LOADING: • DEAD LOAD = 12PSF (STANDARD WOOD FRAMING WITHOUT HEAVY FINISH) • TYPICAL RESIDENTIAL OCCUPANCY LOVE LOADING (L) = 40PSF • DECK LIVE LOAD (L) = 60PSF (1.5X FOR AREA SERVED) WIND DESIGN DATA: • BASIC DESIGN WIND SPEED (V) = 110 MPH • ALLOWABLE STRESS DESIGN WIND SPEED (Vasd) = 85 MPH • RISK CATEGORY = II • WIND IMPORTANCE FACTOR (Iw) = 1.0 • WIND EXPOSURE = " B" • TOPOGRAPHICAL EFFECT (Kzt) = 1.00 EARTHQUAKE DEIGN DATA: • RISK CATEGORY = II • SEISMIC IMPORTANCE FACTOR (le) = 1.0 • MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS - Ss = 1.51 - S1 = 0.50 • SEISMIC DESIGN CATEGORY (SDC) _ " D" • BASIC SEISMIC FORCE -RESISTING SYSTEM = LIGHT -FRAMED (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANEL RATED FOR SHEAR RESISTANCE • RESPONSE MODIFICATION FACTOR (R) = 6.5 • ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE SOIL INFORMATION: In the absence of a soils report (prepared by a Licensed Geotechnical Engineer) an Allowable Soil Bearing Pressure (ASBP) of 1500psf has been assumed for design. It is the contractor's responsibility to verify that all footings bear on firm/unyielding, undisturbed earth or compacted "Structural Fill" that meets or exceeds the assumed allowable soil bearing pressure. Soils under footings and slabs to be a minimum of 95% compacted per the Modified Proctor Density Test (ASTM D1557). All construction on fill shall be reviewed by a licensed Geotechnical Engineer. FOUNDATIONS: Bottom of exterior footings shall be a minimum of 18" below finished grade for frost protection U.N.O. bearing on undisturbed native soils. Backfill with dry, free draining soils. Backfill next to any retaining walls with a minimum of 12" gravel or free draining soil per typical detailing. Appropriate drainage shall be provided adjacent to the base of exterior foundations draining to daylight per Soils Engineer requirements. CONCRETE: All concrete materials and placement shall conform to the current ACI 318 code. Concrete shall be made with Portland Cement ASTM C-150 Type II or Type I and shall be Ready -Mixed per ASTM C-94. Minimum compressive strength shall be 3000 PSI* at 28 days with a minimum water/cement ratio of 0.45. All concrete shall be air entrained 5 ±1 %. Max aggregate size = 7/8". *Special Inspection not required for concrete compressive strength. 3000 PSI compressive strength has been specified for weathering protection. Structural design of concrete has been based on 2500 PSI compressive strength. PLAN VERACITY: Every attempt has been made to insure the accuracy of these engineered documents, site conditions, product availability, etc. All information listed above must be verified prior to construction and fabrication. Any changes or deficiencies on or to the plan must be transmitted to Phillips Structural Engineering, PLLC for written approval. LICENSE OF ENGINEERING DOCUMENTS: 1. Grant of License: Phillips Structural Engineering, PLLC grants the Licensee a nonexclusive Right of Use for the purpose of constructing a single structure (use) from this engineering package. Future uses of this drawing set are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site and payment has been made to Phillips Structural Engineering, PLLC. 2. Ownership of Engineering Calculations and Drawings: Phillips Structural Engineering, PLLC shall retain "Title 17 USC Rights and Ownership" of the Copyright Law of The United States of America of these Engineering Documents and all subsequent copies of the engineering. The Licensee is not permitted unlimited reuse of these documents without prior consent. 3. Copy and Transfer Restrictions: Unauthorized copying of the Engineering documents is strictly forbidden. The Engineering is permitted to be used by the Licensee only, and may not be transferred to a 3rd party without prior written consent of Phillips Structural Engineering, PLLC. PHLLPS 8VRUCVURAL BIGHEERHIS REINFORCING STEEL: All reinforcing steel to be GRADE 60 PER ASTM A-615. Reinforcement lap splices shall be the greater of 32 bar diameters or 18". Lap horizontal steel at all corners and intersections in footings and walls with continuous corner bars. Footing reinforcement shall run continuous thru pad/expanded footings. Minimum concrete cover over reinforcing steel shall be provided as follows: • INTERIOR FACES OF SLAB AND WALL BARS = 1%2 " • EXPOSED TO WEATHER OR EARTH = 1%2" AT #5 AND SMALLER AND 2" AT #6 AND LARGER. • CONCRETE CAST AGAINST SOIL = 3" WOOD FRAMING AND CARPENTRY: General Requirements: Provide minimum nailing per 2018 IBC table 2304.10.1 or as indicated on the drawings. Do not notch or drill structural members, except as permitted by the Engineer. Framing Connectors: Only ICC / IAPMO approved connectors shall be used in framing applications as manufactured by Simpson Strong -Tie or equivalent. Provide maximum size and quantity of fasteners shown in the manufacturer's catalog U.N.O. Fasteners: Bolts shall be per ASTM A-307 with standard cut washers or malleable iron washers. Post -installed anchors require Engineer's approval prior to installation. Contact Phillips Structural Engineering for possible alternatives. Nails shall be common wire nails or equivalent pneumatically drive nails (P -nails), American or Canadian manufacturer only as indicated below. P -nails shall be installed per the manufacturer's guidelines. COMMON WIRE NAIL DIAMETER (INCHES) MINIMUM LENGTH (INCHES) NAIL APPLICATION 8d COMMON 0.131 2'12 " SHEATHING 1 O COMMON 0.148 2%" SHEATHING N/A 0.131 3" FRAMING 12d COMMON 0.148 3Y4" FRAMING 16d COMMON 0.162 3%2" FRAMING Wood Sheathing (Structural): Roof sheathing shall be %2" CDX or 7/6" OSB nailed w/ 8d @ 6" o.c. along panel edges, and 12" o.c. in field. Span index shall be 24/0. Plywood Sub Flooring shall be 3/4" T&G CDX or OSB (glued & nailed). Nailing shall be 1 Od @ 6"o.c. along panel edges, and 12"o.c. in field (U.N.O.) Span index shall be 48/24. Stagger all end laps per typical detailing. All sheathing shall bear the grade trademark of the American Plywood Association (APA). Studs: All studs shall be kiln dried (KD) or surface dried (SD). Each stud shall bear the stamp of the West Coast Lumber Inspection Bureau (WCLIB) or Western Wood Products Association (WWPA) showing grade mark or approved equal. All studs and framing material shall be 2x nominal minimum material and species shall be a minimum of Hem -Fir stud grade meeting the following minimum strength properties: Fb= 675psi, Fv=150psi, E=1,200,000psi. Headers - All headers (HDR) not specified or otherwise noted on the plan with spans <_5-0" are to be 4x8 DF#2 or (2)2x10 HF#2 with at least one cripple and one king stud at each end. Spans between 5-0" and 8'-0" shall have headers as noted on plan and have at least two cripples and one king stud U.N.O. Spans greater that 8'-0" shall have framing and support per plan. Heavy Timbers: All timbers above sizes listed above including posts and beams shall be Doug -Fir #2 or better (Typically 6x beams and posts). Glu -Laminated Beams (GLB): All GLB shall be in conformance with ANSI Al 90. 1, American National Standards for Structural Glue -Laminated Timber. Grade 24F -V4 shall meet or exceed the following minimum structural properties: Fb=2400psi, Fv=240psi, E=1,800,000psi and shall be used at simple spans. Grade 24F -V8 shall be used at continuous and cantilevered spans. As an alternative at continuous/cantilevered spans an equivalent size (width x depth) PSL beam may be substituted (see below). Parallel Strand Lumber (PSL): All PSL shall be in conformance with ASTM D2559 and NER-292. PSL strength requirements shall meet or exceed the following minimum structural properties: Fb=2,900psi, Fv=290psi, E=2,000,000psi. Laminated Veneer Lumber (LVL): All LVL shall be in conformance with ASTM D2559. LVL shall be made of Doug -Fir (DF)and meet or exceed the following minimum structural properties: Fb= 2,600psi, Fv=285psi, E=1,900,000psi. Preservative Treatment (P.T.): All exposed framing including lumber, plywood and deck materials shall be pressure treated with 0.25#/cf pentachlorophenol per AWPA specification P-5 or other approved treatment. All cutting and boring after pressure treatment shall be cared for in accordance with AWPA specification M-4. Exposed framing includes, but is not limited to: 1. Joists, girders and subfloor that is closer than 18" to exposed ground in crawl spaces. 2. Wood framing (including sheathing) that rest on exterior foundation stem walls and is 8" or less from exposed earth. 3. Any other wood product in direct contact with concrete or masonry. Wood Connectors at P.T. Conditions: Metal connectors which are in contact with pressure treated wood shall be protected with one of the following: Simpson "ZMAX" G185 Galvanization, Triple Zinc Coated, hot Dipped Galvanized or other approved method. Pre -Engineered Roof and Floor Trusses: All prefabricated wood roof and floor trusses shall be designed by or under the direct supervision of a licensed Professional Engineer registered in the state where the structure is located. The truss shop drawings shall bear the stamp of that Engineer and shall be fabricated and installed per the latest Truss Plate Institute standards. Where trusses are not provided to complete the roof system, overframing members with positive connections shall be provided as directed by the Truss Engineer. Details on overframing shall be provided in the truss shop drawing package which shall be consistent with the modeling of the trusses. All necessary temporary and permanent bridging, blocking, pre -notched plates, hangers, etc. for the stability of the truss elements under gravity and lateral loads shall be designed, detailed/specified and furnished by the manufacturer. The Truss Manufacturer shall verify all setbacks, dimensions and bearing points prior to fabrication. Deviations from the layout shown on approved engineering plans shall be submitted to PSE for further evaluation. Maximum allowable deflections shall be as follows: Roof Total Load = L/360 or 1" (whichever is less) Roof Snow/Live Load = L/480 or 3/4" (whichever is less) Floor Total Load = L/360 or 3/4" (whichever is less) Floor Live Load = L/480 or %2" (whichever is less) Trusses shall be designed for the spans and conditions shown and be constructed from a minimum of Hem -Fir timber and be furnished and installed in conformance with the manufacturer's published specifications. Additional concentrated loads from mechanical units and misc. equipment shall be accounted for/coordinated with sub -contractors, the Designer of Record and Truss Engineer. Framing has been designed assuming Hem -Fir plates w/ 405psi crushing capacity, truss engineer to confirm compatibility and add bearing enhancers or additional support as required. Where trusses align with shear walls, truss engineer to design and provide a truss that has been designed to transfer lateral wind and seismic forces as shown on the plans. Loading indicated (100plf minimum) shall be designed by the truss engineer to transfer from roof or floor sheathing to shearwall below. Shop drawings including truss engineering shall be submitted to the Engineer of Record for approval prior to submittal to the jurisdiction and fabrication. Should the truss engineering not be submitted to the Engineer of Record for review the builder is assuming responsibility and proceeding at their own risk. Alteration of the truss layout indicated on the plans may require supporting structural and foundation changes, therefore prior approval by the designer and Structural Engineer is required. Trusses shall not be field altered in any way without written approval from the Licensed Truss Engineer of Record. SYMBOL & ABBREVIATIONS LEGEND: A. B. AFF C.I.P. CONC. .N. E.O.R. E.W. FDN. F. F. G. T. GWB HDR L. B. W. L. F. A. MFR () N O.C. P. E. P. T. S. W. T. 0. F. T. 0. W. U.N.O. V.I.F. BEAM # CALLOUT (REF. CALCULATIONS) HOLD DOWN CALLOUT (REF. HOEDOWN TABLE) SHEARWALL CALLOUT (REF. SHEARWALL TABLE) SECTION REFERENCE ANCHOR BOLT ABOVE FINISHED FLOOR CAST IN PLACE CONCRETE EXISTING SHEARWALL EDGE NAIL ENGINEER OF RECORD EACH WAY FOUNDATION FINISHED FLOOR GIRDER TRUSS GYPSUM WALL BOARD HEADER SEE STRUCTURAL NOTES LOAD BEARING WALL LOAD FROM ABOVE MANUFACTURER NEW ON CENTER PRE-ENGINEERED PRESSURE TREATED SHEARWALL TOP OF FRAMING TOP OF WALL UNLESS NOTED OTHERWISE VERIFY IN FIELD FOR SIZE) SHEAR WALL (SW) AND ANCHORAGE SCHEDULE (HEM -FIR) (0) Label ASD S.W. Capacity (PLF) seismtcnd Minimum Required APA Rated Sheathing (panel) (A) (B) (C) (D) (N) Panel Edge Nailing ®Sheathing Edges (D) (E) (K) Stud & Blocking Size ®Adjoining Panel Edges (C) (F) (L) Rim Joist Or Block Connection To Top Plate (G) (H); (Does not apply to crawlspace) 2x Bottom Plate Attachment Sill Plate Attachment (0)Anchor Bolt & Spacing To Concrete Below (J) (K) (M) Sill Plate Size ®Fdn. Nailing To Wood Below (I) SW6 242/339 3ti6'"OSB (1) Side 0.131x2Y2" @ 6" O.C. 2x_ LTP4 @ 36"OC 16d @ 6" O.C. OR 12d @ 4" O.C. 5Y8" @ 48" O.C. 2x SW4 350/495 316'"OSB (1) Side 0.131x23'2@ 4" O.C. 2x_ LTP4 @ 20"OC 16d @ 4" O.C. . 12d @ 3" O.C. 5/8" @ 32" O.C. 2x SW3 456/637 316"OSB (1) Side 0.131x23'2" @ 3" O.C. 3x_ LTP4 @ 12"OC 16d @ 3Y2" O.C. 5/8" @ 24" O.C. 2x SW2 595/832 316"OSB (1) Side 0.131x2Y2" @ 2" O.C. 3x_ LTP4 @ 10"OC 16d @ 3" O.C. 5/8" @ 18" O.C. 2x DW4 700 990 / tis"OSB Each Side 0.131x2Y2" @ 4" O.C. 2x_ LTP4 @ 8"OC ( 0 116 OC AT B K'G TO PLATE 4 5/8„ @ 16" O.C. 2x DW3 911/1274 �i46'"OSB Each Side 0.131x2Y2" @ 3" O.C. 3x_ LTP4 @ COC( 0 116 OC AT B LK TO PLATE4 5/8» @ 10" O.C. 2x Z 0 OR SIDE OF PLATES @ CONTRACTOR'S OPTION. TYPICAL HORIZONTAL PLYWOOD DIAPHRAGM LAYOUT 1 (ROOF AND FLOOR) 2 TYPICAL TOP CHORD SPLICE 3 BEAM FLUSH TO DBL TOP PLATE MANDATORY NOTES A. ALL SHEATHING PANELS SHALL BE INSTALLED HORIZONTALLY WHERE FRAMING EXCEEDS 16" O.C. SPACING. BLOCK ALL PANEL EDGES. B WHEN SHEATHING IS APPLIED TO BOTH SIDES OF SHEARWALL (DW4 & DW3), STAGGER PANEL EDGES ON OPPOSITE SIDES OF WALL SUCH THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. C. BLOCK ALL SHEATHING PANEL EDGES D. SHEARWALL SHEATHING/NAILING SHALL BE PROVIDED THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT SHEARWALLS ARE DESIGNATED BY EXTERIOR BUILDING CORNERS, CORRIDORS, WALL PENETRATIONS OR AS DESIGNATED ON THE PLANS. SEE PLANS & TABLE FOR REQUIRED HOLDOWNS (ALL SHEARWALLS REQUIRE SHEATHING ABOVE & BELOW OPENINGS WITH SAME NAIL PATTERN). E EDGE NAIL SHEATHING AT ALL HOLDOWN POST/STUDS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN A BUILT-UP HOLDOWN POST (MULTIPLE 2X STUDS). SEE TYPICAL DETAILS FOR FURTHER INFORMATION. F INTERMEDIATE STUDS SHALL BE 2X_ MINIMUM AND NAILED WITH 0.131"0 X 2Y2" FIELD NAILING AT 12" O.C. (WHERE STUD SPACING EXCEEDS 16" O.C. PROVIDE FIELD NAILING @ 6" O.C.) G. USE 0.131"Ox2Y2" NAILS TYPICALLY FOR LTP CLIPS WHEN INSTALLING OVER SHEATHING. IF LTP CLIPS ARE INSTALLED DIRECTLY TO FRAMING, 0.131"OX1Y2" NAILS MAY BE USED. LTP CLIPS MUST BE INSTALLED WITH LONG DIMENSION HORIZONTALLY. A35 OR RBC CLIPS MAY BE USED WHEN ATTACHING ROOF BLOCKING TO TOP PLATE. H. LTP4'S NOT REQ'D WHERE RIM SHEATHING OVERLAPS THE SECOND FLOOR BOTTOM PLATE. I' SHEATHING SHALL BE CONTINUOUS OVER BOTTOM PLATE AND RIM OR SILL PLATE PER TYPICAL DETAILING WITH EDGE NAILING AT EACH. WHEN TWO ROWS OF NAILING ARE REQ'D AT DOUBLE SIDED SHEARWALLS SEE TYPICAL DETAILING FOR FASTENERS AND BLKG. J. ALL ANCHOR BOLTS SHALL HAVE STEEL PLATE WASHERS 0.229"x3"X3". ANCHOR BOLTS W/ STANDARD 90' BEND SHALL BE EMBEDDED 7" INTO CONCRETE. PLATE WASHERS SHALL EXTEND TO WITHIN Y2" OF SHEATHING EDGE. K. PROVIDE "HOT -DIPPED" GALVANIZED NAILS/BOLTS AND METAL CONNECTORS WHEN ATTACHING TO PRESSURE TREATED MATERIALS. L WHERE 3x STUDS ARE REQ'D AT ADJOINING PANEL EDGES (2) 2x STUDS MAY BE NAILED TOGETHER IN PLACE OF USING A SINGLE 3x. FACE NAIL STUDS TOGETHER W/ 16d AT SAME SPACING SHOWN IN 2X BOTTOM PLATE ATTACHMENT COLUMN. PANEL EDGE NAILING IS REQUIRED TO EACH OF THE DOUBLE STUDS AND SHALL BE STAGGERED M. POST INSTALLED ANCHORS MAY NOT BE A VIABLE ALTERNATIVE. CONTACT PHILLIPS STRUCTURAL ENGINEERING FOR CONSULTATION. N. APA RATED PLYWOOD MAY BE USED IN PLACE OF OSB 0. ALL NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. HOLDOWN AND STRAP TABLE Holdown Label (G) Simpson Strong -Tie Product Label (SKU) (A) (B) (C) (F) Boundary G H Strap/Holdown Attachment and Required Fasteners Anchorage to Foundation ( D) Required NAILING and Required SCREWS Studs and Boundary Studs [1] STHD14/STHDI4RJ (2) 2X STUDS W/ (30) 0.148"Ox3Y4' NAILS N/A EMBEDDED STRAP [1]Alt HDU5-SDS2.5 N/A (2) 2X STUDS W/ (14) Y4"x2Y2" SDS SCREWS SIMPSON SB%x24 [2] HDQ8-SDS3 N/A (3) 2X STUDS W/ (20) Y4'x3" SDS SCREWS SIMPSON SB%X24 (SEE NOTE E) [3] HHDQ11-SDS2.5 N/A 6x6 OF POST W/ (24) Y4'x23'2" SDS SCREWS SIMPSON SB1X30 (SEE NOTE E) [4] NOT USED - - - [5] MST48 STRAP (2) 2X STUDS W/ (34) 0.162"Ox2Y2" NAILS N/A N/A [6] MST60 STRAP (2) 2X STUDS W/ (46) 0.162"Ox2Y2" NAILS N/A N/A [7] MSTC48B3 STRAP (2) 2x STUDS W/ (38) 0.148" 0x3" NAILS N/A N/A [8] MSTC66B3 STRAP (2) 2x STUDS W/ (38) 0.148" 0x3" NAILS N/A N/A [9] NOT USED - - - MANDATORY NOTES A. INSTALLAT1oN OF ALL HOLDOWN ANCHORS AND STRAPS SHALL BE PER THE MANUFACTURE'S RECOMMENDATIONS B ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED (P.T.) MATERIAL SHALL BE COATED WITH SIMPSON "Z -MAX" (G-185) GALVANIZATION, TRIPLE ZINC COATED FOR CORROSION PROTECTION. SUPPLEMENTAL NOTES C. ALTERNATE HOLDOWN TYPES MAY BE ACCEPTABLE WITH WRITTEN APPROVAL OF PHILLIPS STRUCTURAL ENGINEERING. D. ALTERNATE ADHESIVE ANCHORS MAY BE AVAILABLE, CONTACT PHILLIPS STRUCTURAL ENGINEERING E. IF 6" STEMWALLS ARE USED, THREADED ROD WITH DOUBLE NUT AND PLATE EXTENDED INTO THE FOOTING IS REQ'D. SEE ALTERNATE DETAILING. SB%"X24 & SB1X30 MAY ONLY BE USED IN 8" STEMWALLS. F. STHD14RJ HOLDOWNS ARE TYPICALLY TO BE INSTALLED WHERE A RIM JOIST OCCURS. G. j SIMPSON HDU5-SDS2.5 MAY BE USED AS AN ALTERNATE TO STHD14(RJ). H. I STRAPS MAY BE INSTALLED OVER SHEATHING PANEL EDGE NAILING Z 0 PANEL EDGE BOUNDARY (STAGGER NAILING @ PANEL EDGES) NAILING (6" O.C. MAX. SPACING) JOISTS/TRUSS/RAFTER PER PLANTYPICALLY - FACE NAIL DOUBLE TOP PLATES W/ 0.131"� X 3" @ 12" O.C. STAGGERED BEAM PER SIMPSON ST6224 W/ (28) RIM JOIST/BLOCKING PLAN 0.1620 x 2Y2" NAILS (CENTER ON SPLICE) 4'-0" MIN II II II II II [MINDOUBLE" 1-1/2" MIN 2X TOP PLATE II II II (12) 0.131"0 x 3" LONG P -NAIL @ EACH INTERMEDIATE FRAMING II II SPLICE U.N.O. (FIELD) MEMBER NAILING I`I II I`I I II II (12" O.C. MAX. SPACING) I II II I°I I°I I°I (2) ROWS OF (4) 16d NAILS II LI SPLICE SPLICE NOTES: II II II II II II II 'I I I I I li I I I 1.) PROVIDE APA APPROVED GLUE, (2) 2x KINIGPM N NAIL ALL PLYWOOD TO JOISTS II II II II I°I TYP. PER GENERAL NOTES I.I I°I II I STUD TYPICAL WALL FRAMING 2.) STAGGER PANELS TO OFFSET I•I LI LI LI I[ JOINTS AS SHOWN. II II II II II STUD @ BOT SPLICE 3/4" T&G PLYWOOD OR OSB NOTE: LOCATION (TYP) O SHEATHING AT FLOOR & 7/16" WHERE PLATE DISCONTINUITIES ARE CREATED BY BEAMS SHEATHING AT ROOF (APA RATED) & PIPES, ETC. STRAP W/ (1)-SIMPSON ST6224 UNLESS NOTED OTHERWISE. STRAP MAY BE PLACED ON TOP Z 0 OR SIDE OF PLATES @ CONTRACTOR'S OPTION. TYPICAL HORIZONTAL PLYWOOD DIAPHRAGM LAYOUT 1 (ROOF AND FLOOR) 2 TYPICAL TOP CHORD SPLICE 3 BEAM FLUSH TO DBL TOP PLATE PHELPS > w SURUCVUFD R w of U HIG IMPORTANT FRAMING NOTE: GENERAL CONTRACTOR/FRAMER SHALL VERIFY ALL CONCENTRATED LOADS FROM ABOVE TO HAVE SOLID BEARING CONTINUOUS TO THE FOUNDATION (INCLUDING SQUASH BLOCKING IN CRAWLSPACE/FLOOR FRAMING). ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS SHALL BE NOTED AND ALL AFFECTED PARTIES SHALL BE NOTIFIED. TYPICAL FRAMING NOTES: 1. Roof and floor diaphragm nailing per Wood Sheathing Notes. 2. Solid blocking shall be provided between the bearings of every rafter or truss. Attach every rafter & truss to framing with Simpson H2.5T or clip indicated in typical detailing. 3. Provide solid built-up studs or posts under all girder trusses, roof beams and floor beams. Solid blocking (squash blocking) is required in all floor cavities under built-up studs/posts. Built -ups or posts shall run continuous to the foundation. 4. Exterior walls shall be nailed & detailed per SW6 U.N.O. All panel edges shall be blocked per shearwall table. 5. Where (2) shearwalls meet at a corner/intersection, the sheathing of each wall shall be edge nailed to the studs/post which the holdown is attached to. 6. Provide a solid rim joist where floor joist bear on exterior walls per typical details. 7. Where floor framing runs parallel to exterior walls, install 2x or I -joist blocking panels between rim joist and first joist @ 48" o.c. - nail sheathing to blocking w/ 8d @ 3" o.c. (crawlspace framing where rim joist bears on concrete stemwalls are omitted from this requirement). 8. Roof and floor joists/trusses are shown schematically on the plan and are not intended to show every location of every joist/truss. 9. Provide double joists under interior partition walls when running parallel to each other. 10. Top plates are assumed to be continuous and may be spliced per typical detailing on this sheet. 11. All columns not specified or shown on the plans are to be a minimum of (2) 2x studs spike laminated together with 16d nails @ 6" o.c. (stagger). 12. All post -beam intersections shall contain positive connections to resist against uplift and/or lateral displacement. 13. Anchorage of walls to the foundation shall be provided in accordance with the shearwall schedule. 14. Typical Walls shall be framed with Hem -Fir U.N.O. 15. Walls shall be anchored to the foundation per the minimum requirements of SW6 (%"0 A.B. @ 48" o.c. embedded 7" and no more than 12" from ends of each sill and 2 bolts minimum) with 3"x3"x%4" square washers firmly attached between plate and nut. 16. All walls over 10' tall shall have bracing/blocking at 48" o.c. (flat or on edge). I 0 I Z 0 a U U) LU 0 W O Z 0 �) L > w w of Of Lu H Q 0 Q w 0 LU PHILLIPS STRUCTURAL ENGINEERING PO Box 108, Milton, WA 98354 Phone: (253) 344-1666 www.PhillipsSE.com AS CIO ,off �(l 3 394 S 0 L VG1 9/13/2022 ALL VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK, FAILURE TO COMPLY BY THE CONTRACTOR SHALL BE THEIR SOLE RESPONSIBILITY FOR ANY COSTS NECESSARY FOR REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, ENGINEER'S SEAL AND SIGNATURE. THE DESIGNS AND IDEAS INCORPORATED HEREIN, AS A TOOL OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PHILLIPS STRUCTURAL ENGINEERING, PLLC AND IS NOT TO BE USED IN PART OR IN WHOLE BY ANY PARTY FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PHILLIPS STRUCTURAL ENGINEERING, PLLC. J Z Mp LU Q � C0U WIND SPEED: 110 MPH WIND EXPOSURE: B ROOF SNOW LOAD: 25 PSF GENERAL NOTES DRAWN BY: AMS ORIGINAL SEPT. 13, 2022 DRAWING DATE: SCALE N.T.S. (U. N. 0.) PSE NUMBER: PSE 22.102 DESIGNER LANDMARK SHEET NO: SAO I 0 I MAIN FLOOR SHEAR WALLS,HOLDOWNS, AND STRUCTURESCALE : 14" = 1'-0"FOUNDATION PLANSCALE : 14" = 1'-0"FOUNDATION PLANANDAMSSEPT. 13, 2022PSE 22.102CITY OF YELM BASE PLANPSF25WIND SPEED:WIND EXPOSURE:ROOF SNOW LOAD:DRAWN BY:ALL VARIATIONS FROM DIMENSIONSAND CONDITIONS SHOWN ON THEDRAWINGS SHALL BE REPORTED TOTHE DESIGNER FOR RESOLUTIONWITH THE ENGINEER PRIOR TOPROCEEDING WITH WORK; FAILURETO COMPLY BY THE CONTRACTORSHALL BE THEIR SOLERESPONSIBILITY FOR ANY COSTSNECESSARY FOR REMEDIAL WORK.REUSE OF DOCUMENTSUNAUTHORIZED ALTERATION OF ANYOF THE INFORMATION ON THISDOCUMENT WILL INVALIDATE THEDOCUMENT, ENGINEER'S SEAL ANDSIGNATURE. THE DESIGNS AND IDEASINCORPORATED HEREIN, AS A TOOLOF PROFESSIONAL SERVICE, IS THEPROPERTY OF PHILLIPS STRUCTURALENGINEERING, PLLC AND IS NOT TOBE USED IN PART OR IN WHOLE BYANY PARTY FOR ANY OTHERPROJECT WITHOUT WRITTENAUTHORIZATION FROM PHILLIPSSTRUCTURAL ENGINEERING, PLLC.SHEET NO:ORIGINALDRAWING DATE:PSE NUMBER:SCALE:REVISIONS PO Box 108, Milton, WA 98354Phone: (253) 344-1666www.PhillipsSE.comPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGDESIGNER:2018 IBC / ASCE 7-16B110 MPHN.T.S. (U.N.O.)REV. DELTA DATE REVISION DESCRIPTION LANDMARK9/13/2022MAIN FLOOR SHEARWALLS, HOLDOWNS,AND STRUCTURE12SD-112SD-112SD-112SD-1FOOTING SCHEDULE3SD-13SD-17SD-11SD-17SD-11SD-18SD-12SD-113SD-114SD-115SD-1 UPPER FLOOR FRAMINGSCALE : 14" = 1'-0"UPPER FLOOR SHEAR WALLS,HOLDOWNS, AND STRUCTURESCALE : 14" = 1'-0"AMSSEPT. 13, 2022PSE 22.102CITY OF YELM BASE PLANPSF25WIND SPEED:WIND EXPOSURE:ROOF SNOW LOAD:DRAWN BY:ALL VARIATIONS FROM DIMENSIONSAND CONDITIONS SHOWN ON THEDRAWINGS SHALL BE REPORTED TOTHE DESIGNER FOR RESOLUTIONWITH THE ENGINEER PRIOR TOPROCEEDING WITH WORK; FAILURETO COMPLY BY THE CONTRACTORSHALL BE THEIR SOLERESPONSIBILITY FOR ANY COSTSNECESSARY FOR REMEDIAL WORK.REUSE OF DOCUMENTSUNAUTHORIZED ALTERATION OF ANYOF THE INFORMATION ON THISDOCUMENT WILL INVALIDATE THEDOCUMENT, ENGINEER'S SEAL ANDSIGNATURE. THE DESIGNS AND IDEASINCORPORATED HEREIN, AS A TOOLOF PROFESSIONAL SERVICE, IS THEPROPERTY OF PHILLIPS STRUCTURALENGINEERING, PLLC AND IS NOT TOBE USED IN PART OR IN WHOLE BYANY PARTY FOR ANY OTHERPROJECT WITHOUT WRITTENAUTHORIZATION FROM PHILLIPSSTRUCTURAL ENGINEERING, PLLC.SHEET NO:ORIGINALDRAWING DATE:PSE NUMBER:SCALE:REVISIONS PO Box 108, Milton, WA 98354Phone: (253) 344-1666www.PhillipsSE.comPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGDESIGNER:2018 IBC / ASCE 7-16B110 MPHN.T.S. (U.N.O.)REV. DELTA DATE REVISION DESCRIPTION LANDMARK9/13/2022UPPER FLOORFRAMINGANDUPPER FLOORSHEAR WALLS,HOLDOWNS, ANDSTRUCTURE16SD-117SD-118SD-116SD-1 ROOF TRUSSES BY OTHERSROOF FRAMINGSCALE : 14" = 1'-0"AMSSEPT. 13, 2022PSE 22.102CITY OF YELM BASE PLANPSF25WIND SPEED:WIND EXPOSURE:ROOF SNOW LOAD:DRAWN BY:ALL VARIATIONS FROM DIMENSIONSAND CONDITIONS SHOWN ON THEDRAWINGS SHALL BE REPORTED TOTHE DESIGNER FOR RESOLUTIONWITH THE ENGINEER PRIOR TOPROCEEDING WITH WORK; FAILURETO COMPLY BY THE CONTRACTORSHALL BE THEIR SOLERESPONSIBILITY FOR ANY COSTSNECESSARY FOR REMEDIAL WORK.REUSE OF DOCUMENTSUNAUTHORIZED ALTERATION OF ANYOF THE INFORMATION ON THISDOCUMENT WILL INVALIDATE THEDOCUMENT, ENGINEER'S SEAL ANDSIGNATURE. THE DESIGNS AND IDEASINCORPORATED HEREIN, AS A TOOLOF PROFESSIONAL SERVICE, IS THEPROPERTY OF PHILLIPS STRUCTURALENGINEERING, PLLC AND IS NOT TOBE USED IN PART OR IN WHOLE BYANY PARTY FOR ANY OTHERPROJECT WITHOUT WRITTENAUTHORIZATION FROM PHILLIPSSTRUCTURAL ENGINEERING, PLLC.SHEET NO:ORIGINALDRAWING DATE:PSE NUMBER:SCALE:REVISIONS PO Box 108, Milton, WA 98354Phone: (253) 344-1666www.PhillipsSE.comPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGDESIGNER:2018 IBC / ASCE 7-16B110 MPHN.T.S. (U.N.O.)REV. DELTA DATE REVISION DESCRIPTION LANDMARK9/13/2022ROOF FRAMING19SD-119SD-119SD-119SD-120SD-121SD-120SD-121SD-121SD-120SD-119SD-122SD-119SD-122SD-122SD-120SD-121SD-122SD-125SD-125SD-124SD-120SD-121SD-119SD-119SD-1 AMSSEPT. 13, 2022PSE 22.102CITY OF YELM BASE PLANPSF25WIND SPEED:WIND EXPOSURE:ROOF SNOW LOAD:DRAWN BY:ALL VARIATIONS FROM DIMENSIONSAND CONDITIONS SHOWN ON THEDRAWINGS SHALL BE REPORTED TOTHE DESIGNER FOR RESOLUTIONWITH THE ENGINEER PRIOR TOPROCEEDING WITH WORK; FAILURETO COMPLY BY THE CONTRACTORSHALL BE THEIR SOLERESPONSIBILITY FOR ANY COSTSNECESSARY FOR REMEDIAL WORK.REUSE OF DOCUMENTSUNAUTHORIZED ALTERATION OF ANYOF THE INFORMATION ON THISDOCUMENT WILL INVALIDATE THEDOCUMENT, ENGINEER'S SEAL ANDSIGNATURE. THE DESIGNS AND IDEASINCORPORATED HEREIN, AS A TOOLOF PROFESSIONAL SERVICE, IS THEPROPERTY OF PHILLIPS STRUCTURALENGINEERING, PLLC AND IS NOT TOBE USED IN PART OR IN WHOLE BYANY PARTY FOR ANY OTHERPROJECT WITHOUT WRITTENAUTHORIZATION FROM PHILLIPSSTRUCTURAL ENGINEERING, PLLC.SHEET NO:ORIGINALDRAWING DATE:PSE NUMBER:SCALE:REVISIONS PO Box 108, Milton, WA 98354Phone: (253) 344-1666www.PhillipsSE.comPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGDESIGNER:2018 IBC / ASCE 7-16B110 MPHN.T.S. (U.N.O.)REV. DELTA DATE REVISION DESCRIPTION LANDMARK9/13/20225' GARAGE STORAGEOPTIONROOF TRUSSES BY OTHERSROOF FRAMINGSCALE : 14" = 1'-0"FOUNDATION PLANSCALE : 14" = 1'-0"MAIN FLOOR SHEAR WALLS,HOLDOWNS, AND STRUCTURESCALE : 14" = 1'-0"12SD-112SD-112SD-112SD-1FOOTING SCHEDULE3SD-13SD-18SD-12SD-17SD-11SD-119SD-119SD-120SD-121SD-125SD-121SD-120SD-119SD-119SD-120SD-121SD-122SD-124SD-120SD-121SD-1 AMSSEPT. 13, 2022PSE 22.102CITY OF YELM BASE PLANPSF25WIND SPEED:WIND EXPOSURE:ROOF SNOW LOAD:DRAWN BY:ALL VARIATIONS FROM DIMENSIONSAND CONDITIONS SHOWN ON THEDRAWINGS SHALL BE REPORTED TOTHE DESIGNER FOR RESOLUTIONWITH THE ENGINEER PRIOR TOPROCEEDING WITH WORK; FAILURETO COMPLY BY THE CONTRACTORSHALL BE THEIR SOLERESPONSIBILITY FOR ANY COSTSNECESSARY FOR REMEDIAL WORK.REUSE OF DOCUMENTSUNAUTHORIZED ALTERATION OF ANYOF THE INFORMATION ON THISDOCUMENT WILL INVALIDATE THEDOCUMENT, ENGINEER'S SEAL ANDSIGNATURE. THE DESIGNS AND IDEASINCORPORATED HEREIN, AS A TOOLOF PROFESSIONAL SERVICE, IS THEPROPERTY OF PHILLIPS STRUCTURALENGINEERING, PLLC AND IS NOT TOBE USED IN PART OR IN WHOLE BYANY PARTY FOR ANY OTHERPROJECT WITHOUT WRITTENAUTHORIZATION FROM PHILLIPSSTRUCTURAL ENGINEERING, PLLC.SHEET NO:ORIGINALDRAWING DATE:PSE NUMBER:SCALE:REVISIONS PO Box 108, Milton, WA 98354Phone: (253) 344-1666www.PhillipsSE.comPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGDESIGNER:2018 IBC / ASCE 7-16B110 MPHN.T.S. (U.N.O.)REV. DELTA DATE REVISION DESCRIPTION LANDMARK9/13/2022ROOF TRUSSES BY OTHERSROOF FRAMINGSCALE : 14" = 1'-0"FOUNDATION PLANSCALE : 14" = 1'-0"MAIN FLOOR SHEAR WALLS,HOLDOWNS, AND STRUCTURESCALE : 14" = 1'-0"12SD-112SD-13SD-13SD-18SD-12SD-17SD-11SD-112SD-112SD-112SD-112SD-119SD-119SD-120SD-121SD-125SD-121SD-120SD-119SD-119SD-120SD-121SD-122SD-124SD-120SD-121SD-12 CAR GARAGEOPTION3SD-1FOOTING SCHEDULE STRUCTURALDETAILSAMSSEPT. 13, 2022PSE 22.102CITY OF YELM BASE PLANPSF25WIND SPEED:WIND EXPOSURE:ROOF SNOW LOAD:DRAWN BY:ALL VARIATIONS FROM DIMENSIONSAND CONDITIONS SHOWN ON THEDRAWINGS SHALL BE REPORTED TOTHE DESIGNER FOR RESOLUTIONWITH THE ENGINEER PRIOR TOPROCEEDING WITH WORK; FAILURETO COMPLY BY THE CONTRACTORSHALL BE THEIR SOLERESPONSIBILITY FOR ANY COSTSNECESSARY FOR REMEDIAL WORK.REUSE OF DOCUMENTSUNAUTHORIZED ALTERATION OF ANYOF THE INFORMATION ON THISDOCUMENT WILL INVALIDATE THEDOCUMENT, ENGINEER'S SEAL ANDSIGNATURE. THE DESIGNS AND IDEASINCORPORATED HEREIN, AS A TOOLOF PROFESSIONAL SERVICE, IS THEPROPERTY OF PHILLIPS STRUCTURALENGINEERING, PLLC AND IS NOT TOBE USED IN PART OR IN WHOLE BYANY PARTY FOR ANY OTHERPROJECT WITHOUT WRITTENAUTHORIZATION FROM PHILLIPSSTRUCTURAL ENGINEERING, PLLC.SHEET NO:ORIGINALDRAWING DATE:PSE NUMBER:SCALE:REVISIONS PO Box 108, Milton, WA 98354Phone: (253) 344-1666www.PhillipsSE.comPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGPHILLIPS STRUCTURAL ENGINEERINGDESIGNER:2018 IBC / ASCE 7-16B110 MPHN.T.S. (U.N.O.)REV. DELTA DATE REVISION DESCRIPTION LANDMARK9/13/2022