The URL can be used to link to this page

20130114 Layer Res Plan Country Vista 06132013BUILDING CODE: 2009 INTERNA710NAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURI6DIC710N. ROOF LIVE LOAD = 25 P5F (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PEW WIND LOAD = 65 MPH WIND SPEED, EXPOSURE 'B' SOIL SITE CLASS 'D' CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DESIGN CRITERIA: TABLE R30110 U GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT 70 DAMAGE FROIM WINTER DESIGN ICE SHIELD UNDER- LAYMEN? FLOOD HAZARDS AIR FREEZING MEAN ANNUAL APPLICATION FROST LI 2,500 psi FLOOR SLAB. LOAD BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALL5 d OTHER CATEGORY WEATHER( DEPTH ?EPoMII DECAY TEMP. REQUIRED HAVE A MIN. NET INDEX TEMP u ✓o adhaeive 15E PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL 19/64' NEADpID9B' SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING S MINIMUM SLIGHT- SLIGHT 11 NO PER AL 50 50 30 (mph) DI/D2 MOD IB MOD EITHER DIRECTION 16 T JURISDIG110N 5d COOLER NAIL 0.086' R -10 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE ME MITTED BY THE OWNER OR CONTRACTOR AT TM OF PERMIT SUBMITTAL: - MFG JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MMUFACIURBR) - MFG. TRlrvr DESIGN AND LAYOUTS (FROM MAIIFACTUiER) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. • rJh� CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BT BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH 45TM A615 GRADE 40. UN.O. WALL CONSTRUCTIONA RAMMG GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 860230) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED AGCOWNG TO TABLE R'10235 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD MINIMUM COMPRESSIVE STRENGTH Wc) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION HF 02 - Fb•915 psi, Fv-150 psi, Fc =1300 psl, E- 1300000pal ORIENTATION MODERATE WEATHERING POTENTIAL BASEMENT WALL$, FOUNDATION d OTHER CONCRETE NOT EXPOSED 2,500 pal TO THE WEATHER APPLICATION BASEMENT SLABS 1 INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 psi FLOOR SLAB. TO WOO ING BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALL5 d OTHER 300 pal (41/2% air arilralned N- 11/2%) VERTICAL CONCRETE WORK EXPOSED 70 THE WEATHER MEMBERS (INCHES O.O.) PORCHES, CARPORT SLABS d STEPS EXPOSED 3p00 psi (41/2% air antralnad N- 1112%) 70 THE WEATHER d GARAGE FLOOR SLAB. DF -L 01 - Fb =1200 pal, Fv-110 pal, Fc.1000 pal, E =1600000psi CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BT BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH 45TM A615 GRADE 40. UN.O. WALL CONSTRUCTIONA RAMMG GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE 860230) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED AGCOWNG TO TABLE R'10235 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE RT0235 THICIQJESS OF HF 02 - Fb•915 psi, Fv-150 psi, Fc =1300 psl, E- 1300000pal ORIENTATION MAXIMUM SPACING MAXIMUM SPACING OF NAIL FOR LIC APPA710N GYPSUM BOARD APPLICATION OF GYPSUM OF FRAMING OF FASTENERS (INCHES) TO WOO ING (INCHES) THI5 SECTION SHALL BE OBTAINED BY THE NORMAL BOARD TO FRAMING MEMBERS (INCHES O.O.) NAILS SOREUIS 13 GAGE I -3/S' LONG DF -L 01 - Fb =1200 pal, Fv-110 pal, Fc.1000 pal, E =1600000psi HAVE A MIN. NET (FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL CLEAR OPENING OF 5.1 5Q. FT. u ✓o adhaeive 15E PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL 19/64' NEADpID9B' SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING S MINIMUM P NING HEIGHT: THE MIN NET CLEAR DIA 1 -I/4' LONG ANNULAR- RINGED OP�NINCa51- , f- ETGFIt3`F7AL B 2 4 NC Tlt_-S_ 032 �A DRAF TSTOPF!MG CEILING EITHER DIRECTION 16 T 12 5d COOLER NAIL 0.086' R -10 DIA 1-5/8' LOW 5/64' HEAD OR GTPA BOARD N GEILG P'ERP'ENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 lrz• 1- N41L�dID86' DIA I -5/8' LUNG t'2 OPERABLE WINDOW IS LOCATED MORE THAN l2' 1'� WALL EITHER DIRECTION 16 8 16 I. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING. GEILmYa EITHER DIRECTION 16 T 12 13 GAGE I -5/e' LONG 19/64' HEADfdD9B' DIA LONG GEILNG PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 1 24 8 12 9/e' ANNULAR-RIMED LAR- LAR- RINGED 6.1 COOLER NAIL 00W DIA 1 -1/8' LOW 1/4' HEAD OR GYPSUM BOARD WALL I EITHER DIRECTION 1 16 8 16 NAILOID W DIA 1 -1a' LONG 15/64' HEAD FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMM OR GALVANIZED BOX (UNLESS NOTED OTHERUSE) OF THE DIAIMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRJGTION (NDS) 8d COMMON (0.131' DIA, 2 -1/2' LENGTH), 8d BOX (0.113' DIA, 2 -IRE' LONG), Imd 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, I -5/8' LONG ), bd COOLER (0.092' DIA, 1 -1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COA5T LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 HF 02 - Fb•915 psi, Fv-150 psi, Fc =1300 psl, E- 1300000pal 2X6 OR LARGER HF 2 - Fb.915 pal, FV =150 psi, Fc =1300 pal, E•1300000ps1 4X DF -L 02 - Fb =900 pai, Fv =180 psi, Fc =1350 psi, E•1600000psl 6X OR LARGER DF-L'2 - Fb.815 psi, Fv =110 pal, F0=600 pal, E•1300000ps1 STUDS 2X4 HF 2 - Fb•915 pal, Fv.150 psi, Fc =1300 pal, E- 1300000p51 2X6 OR LARGER HF 2 - Fb•915 pal, Fv-150 pal, Fo -1300 pal, E=130000 -PST F OS79 THI5 SECTION SHALL BE OBTAINED BY THE NORMAL 4X4 HF 2 - Fb•9l5 pal, Fv =150 pal, Fc =1300 pal, E•1300000pa1 4X6 OR LARGER HF 2 - Fb =915 pal, Fv-150 pal, FC -1300 pal, E =1300000pei 6X6 OR LARGER DF -L 01 - Fb =1200 pal, Fv-110 pal, Fc.1000 pal, E =1600000psi (I UPn_I AMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS d 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, FNIr INFFRFI) WOOD BEAMS AND [-JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICI EVALUATION REPORT. BEAMS DESIGNATED AS 'f-SL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PSI, Fv . 290 PSI, Fc . '150 PSI (PERPENDICULAR), E - 2,000,000 P51. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb . 2 )&00 PSI, Fv . 285 PSI, Fc = ISO PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb . 1,100 PSI, Fv = 400 PSI, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 PSI. CALCULATION5 SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. WALL CONSTRUGTIONA RAMMG (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 d 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 (SIKH AS SIMPSON STC) 70 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. ROOFNIALL/FLOOR SHEATHING TYPICAL WALL d ROOF SHEATHING SHALL BE 1116' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON a 6' O.G. ® PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' TKG RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 6d COMMOM AT W O.C. a PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTI-EWISE. 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 70 THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE I1,15TALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLA51LING5 SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS 70 BE LEAKPROOF, EXCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN I -1 18' (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHINGt JAMB FLASHING MAY AL50 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 70 A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -N GUTTERS. FOUNDATION (CONTINUED) I. BITUMNOU5 COATING 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. g' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R4061 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS 15 NOT REQUIRED WERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. WATERPROOFING N 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 FOOTINCa TO FINISHED GRADE. WALL5 SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5. 40 -MIL POLTMER - MODIFIED ASPHALT 6, 60 -MIL FLEXIBLE POLYMER CEMENT T I /8' CEMENT- BASED, FIBER - REINFORCED, WATERPROOF COATING 6. 60 -MIL 5OLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPT ION: ORGANIC- SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARSING5 TO SEAL ICF WALLS 15 PERMITTED. COLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE G 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 714E MEMBRANE. EXTERIOR DOORS WINDOWS AND SKYLIGHTS WINDOWS SHALL BE INSTALLED AND FINISHED N ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL ISE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW., FRATPROOFING NOTE$: ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNL556 NOTED OTHERWISE. ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST SECTION R310-EMERGENCY ESCAPE d RESCUE OPNGS ALL REQUIIRERMENTS OF 2009 UNIFORN PLUMMBING CODE WITH WASH STATE AMENDMENTS SLEEPING ROOMS SHALL HAVE AT LEAST ONE SHALL ((UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED AREA SO THAT NO OPENING IS GREATER THAN 1/2' IN THE LEAST DIMENSION. 313.122 SUCH OPENINECs SHALL OPEN DIRECTLY INTO AG (METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT. (ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE THE NET CLEAR OPENING DIMENSIONS REQUIRED BY BUILDING. 313.123 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, THI5 SECTION SHALL BE OBTAINED BY THE NORMAL IFLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. (CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12.4 TUB WASTE OPENINGS IN AND RESCUE OPENINGS SHALL HAVE A MIN. NET (FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL CLEAR OPENING OF 5.1 5Q. FT. 13% 15E PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ. FT. SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING S MINIMUM P NING HEIGHT: THE MIN NET CLEAR (3SEATER THAN 1/2' IN THE LEAST DIMENSION. OP�NINCa51- , f- ETGFIt3`F7AL B 2 4 NC Tlt_-S_ 032 �A DRAF TSTOPF!MG - 4 FIRE OLOCKMG R -21 MINIMUM OPENING WIDTH: THE MIN NET CLEAR R -10 III UNLIMITED 030 050 010 9 a 8,38 OPENING WIDTH SHALL BE 20 INCHES. 8`21 DRAFTSTOPPING MAXIMUM SILL HEIGHT: MAX. 44' WHEN THERE IS USABLE SPACE BOTH ABOVE d BELOW THE CONGEALED SPACE OF A FLOOR/CEILINCs IN DWELLING UNITS, WHERE THE OPENING OF AN ASSEMBLEY, DR',AFi5TOF5 WALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED OPERABLE WINDOW IS LOCATED MORE THAN l2' I/DPJO SQUARE FEET. DRAFTS70PPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY ABOVE THE FINISHED GRADE OR SURFACE BELOW, EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILMG MIEMBRAENE BELOW, DRARSTOPPNG THE LOWEST PART OF THE CLEAR OPENING OF THE SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: WINDOW SHALL BE A MINIMUM OF 24' ABOVE THE I. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING. FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. 15 LOCATED. DRAFi5TOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12 SAFETY GLAZING SHALL BE INSTALLED N THE FOLLOWING LOCATIONS OR AS OTHERWISE REWIRED PER IRC SECTION 83084 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND 70 FORM AN EFFECTIVE 5ARR2IER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCA710NS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. 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 RJN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRG SECTION 83025 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 R1003A 6. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEFERATION. FIREBLOGKING SHALL CONSIST OF MATERIALS LISTED IN IRG SECTION 8302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FOR'( AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCK5 SHALL BE MAINTAINED. INSULATION AND MOISTURE PROTECTION MAINTAIN V CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND W ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12' ABOVE L005E FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE- STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF- CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME- SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE- DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: L WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMIOKE- DEVELOFEtMENT 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 83163, SHALL ONLY BE REQUIRED 70 MEET THE SMOKE- DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINT$ AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEAT14EIRSTRIF MD 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 (0006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12' AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. FOUNDATION BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN V OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL 5OLT5 TO BE 5/8' DIAMETER AT V -0' O.C. UN.O. WITH MIN. l' EMBEDMENT METAL FRAMING CONNEC70R5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRJCTURAL CONNECTORS ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF (ENE) CURE T TREATED LUMBER LMA ININ ZLEBBEROTREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF NOT - 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. DAMPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOOR' 5 BELOW GRADE SHALL BE DA-IPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALL5 C/I SIDE.(- ZINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITTHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE THE WALKING SURFACE 6. GLAZING GREATER THAN 9 S.F. AND LESS THAN IS' AIBOVE FINISHED FLOOR 1. GLAZING IN GUARDRAILS 8. GLAZING LESS THAN 16' ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS d RAMPS WITHIN 36' HORIZONT -AL OF WALKING SURFACE AND SO' ABOVE ADJACENT WALKING 5URFACE MEG-IANICAL 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 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRANDE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GIFNERATES 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 IS' ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE OONDITIONNG SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMIFERTURE W5EG SEC. 503,5.1 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION 1115055 OF THE 2009 IRC AND WASHINGTON STATE AMENDMENTS. MINIMUM SOURCE- SPECIFIC VENTILATION 15 REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: SO cfm C. WATER CLOSETS: 50 cfm D. KITCHENS: 100 cfm 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 LE55 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 24 HR WHOLE HOUSE VENTILATION SYSTEM SEC MI508.1 • INTEGRATED WHOLE HOUSE VENTILATION 5Y5YEM5 SHALL PROVIDE OUITSIDE AIR AT THE RATE USING SECTION M15083. INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHAILL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED AIR SYSTEM DUCTS. • USING A SUPPLY FAN W/ MANUAL d MOTORIZED DAMPER • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE. 220 CFM REQUIRED W/ A RUN TIME OF 8 HRS. 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 M1508) SYSTEM TO BE TESTED AT FINAL INSPECTION d LABELED UTILTY ROOM NOTE5/MAKE UP AIR: DRILLING AND NOTGHINCs STUDS. DRILLING AND NOTCHING STUDS. PER SEC R602b DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE OUT OR NOT14CED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. Z DRILLING. ANY STUD MAY BE BORED OR DRILL VI ED, PROVIDED TWAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN 5'e 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 AL50 BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES 02b(U AND R602b(2). - EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602,51 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 (131mm) 06 2a) AND 1112 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 bR 02b.11. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING INSPECTIONS AND ENFORCEMENT POSTING OF CERTIFICATE WSEC 1054 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL LIST THE PREDOMINANT R- VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAIId_SPACE WALL AND /OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U- FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LAIYiEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.101, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R5 -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 Wl9EC SEC. 503.103 HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER 503.10.1 WSEC BUILDING AIR LEAKAGE TESTING 2009 W5EC SEC. 502.45 TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDINCs ENVELOPE. WHEN IREDE ENE IOFAIESF TE CONDUCTED IN PRESENCE DEPARTMENT H BLOWIER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. LIGHTING W5EC SECTION 505 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTION. LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE LIGHTING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION IN SECTION 1530. 5052 /*5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTIONS, U PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION SENSOR(5) WITH INTERRALt PHOTOCONTROL PHOTOSENSOR, 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH T -8 OR SMALLER LAMPS (BUT NOT T -10 OR T -12 LAMPS). STAIRWAY ILLUMINATION PER SEC 303b IRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE SYAIRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. I__ -.. I . &... I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT � REFER O PLAN FOR OP I ON J E L E CT I OV ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST LENGHT 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. WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS 0 % OF GROSS FLOOR AREA = WINDOW AREA/FLOOR AREA= % OPTION AREA GLAZING U -FACTO D U -F i � CEILING V� C E LNG WALL GRADE -INi.WALL-EXT. �♦� 1:4 FL S A C ON 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A BEL GSA E OF FLOOR AREA VERTICAL OVERHEAD a 1 13% 034 050 010 ur 8-39 R -38 R -21 INT R -21 R -30 R -10 y CLOTHES DRYER AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN 714E CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. ®= 100 5Q INCH TRANSFER GRILL PER IMG 5045 II 25% 032 050 020 - R -38 R-21 R -21 R -I0 R -30 R -10 III UNLIMITED 030 050 010 9 a 8,38 R-� 8`21 R -21 R -10 -30 R-10 O tu M W 0 [ iMt N�- Z 4 tu a 1. Contractor or builder mwt verify ell dimensions before proceeding with construction. 2. This plan sae designed to be marketed throughout many muticipahties. The purcbaser must verify compliance with an local applicable building codes where the home is to be constructed. a. purchaser should have pbum reviewed by a He- eased builder sad strwt- oral engineer for compli- ... to specific site a., ditions. 4. These plans should not be altered by other then a qualified designer, arcbi- teef, or structural engineer. Plan No: Date: 2011 N -1 Z E� V! W C ptr .•. z us �♦� 1:4 E V N a l O tu M W 0 [ iMt N�- Z 4 tu a 1. Contractor or builder mwt verify ell dimensions before proceeding with construction. 2. This plan sae designed to be marketed throughout many muticipahties. The purcbaser must verify compliance with an local applicable building codes where the home is to be constructed. a. purchaser should have pbum reviewed by a He- eased builder sad strwt- oral engineer for compli- ... to specific site a., ditions. 4. These plans should not be altered by other then a qualified designer, arcbi- teef, or structural engineer. Plan No: Date: 2011 N -1 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING 05M TRIM FLASHING WITH 5" MIN. VERTICAL LEO IORIZONTAL WOOD TRIM HORIZ. TRIM vtUDep N.TS. 12 51 12 �8 REAR ELEVA71 0N 1/4" =1' -O" 12 1e 2x6 EXTERIOR WAL 1/16' PLY OR 095 SHEATHING, TYP. SIDING PER ELEVA OVER VAPOR BARB PRE- FINISHED CON 5HEETMETAL FLASF COMP. ROOFING 0% BARRIER ATOP 1 /1, 065 SHEATHING, T1 TRUSS OR RAFTER PER PLAN ROOF t0 L4LL FLl4&HINCx DEt411e. N.T.S. [I] [0-1 ' �� m N R16H7 EL EVA7I ®N 1/4" =1' -O" 12 5/4x8 BAND 517. W/ FLASHING �o AQ Vf4x10 BAND BD. Yl/ FLASHING 5/4x4 WINDOW , DOOR 6 CORNER TRIM ® SIDES AND REAR ELEV'S 6A5LE END VENTS COMP ROOF B66 SIDIN6 5/4x8 BARGE W/ IX3 RAKE TRIM 5/4x6 WINDOW, DOOR 6 CORNER TRIM ® FRG 5/4x4 CORNER 517'5 6" EXP. HORIZ. SIDIN6- 5 /4x10 BAND A/ FLASHIN6 CONT. &UTTER MASONRY VENEER- GENERAL, NOTE - MAXIMUM THICKNESS 5 INCHES 6 30 FEET HEIGHT. - SDC DI 6 D2 MAXIMUM 4 INCHES THICK 6 MUST HAVE WALL BRACING. - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 6 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL 6 VERTICAL SPACING. - TIES IN 50C DI d 02 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE. - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS 6 HORIZONTAL TRANSITIONS. - MINIMUM 3116 INCH WEEPHOLES REQUIRED ABOVE FLASHING MAXIMUM 33 INCHES ON CENTER - AIR SPACE MINIMUM I INCH - MAXIMUM 4 12 INCHES BETWEEN SHEATHING t VENEER OR MORTAR OR GROUT FILL OVER WEATHER - RESISTANCE MEMBRANE. - WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R1032 LEFT ELEVA710N e 12 PJ 12 15 6 GRADE TO SLOPE AAAY — FROM POUNDATION A MIN. OP 6" WITHIN THE FIRST 10' FR®N7 ELEVA71CN 1/4 "= I' -O" OL 0= J Uj W�Q �N W m2 m! F= I m Ow= O =� IL ?NQ IW sm_ v0 0 j „r HOUSE NUMBERS TO BE VISIBLE 6 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL B£ MIN, 4' HIGH t A MIN. STROKE WIDTH OF 12' PER SEC. 8319.1 r—, a A ap m A z V w ti O a w N z w A w w 1. Contractor or builder must verity all dimaneiom before proceeding with comlructic . 2. Thie plan wee designed to be marketed throughout many n u d.ipalitiee. The purchaser must verity compliance with all local applicable building cede. where the home 6 W be conetrueted. 3. Purchaser .hould have elaue reviewed by a lic- mad builder and struct- ural eugiueer for compli- ance to specific site con- dition.. 4. These plaus should not be altered by other then a qualified designer, archi- tect, or structural engineer. Plan No: L2B -1809 12 -26 -12 11 4' MM 2' MN MUM 2 -1/4' m X 5' LAG SCREWS • STUD WALL 2 -3/8' m X 5' BOLTS W/ 51 VC6 ADHESIVE • CONC WALL 16 GA STEEL STRAPPING ARpUNp WATER HEATER W THI IN 1HE UPPER LAM ONE -THIRD OF THE APPL. r A MIN OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GM • BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PREWWRE TREATED e GONG WALL 16 GA STEEL STRAPPING A WATER HEATER W THM THE UPPER r LOVER ONE -THIRD OF THE APPL. 1 A MIN OF 4' FROM CONTROLS 'LEXIBLE GAS CONNECTION ANCHOR WA TO BASE - EASE TO FLOOR NO SCALE rrslplildk 6' -0' 4'-31' I' -8} 5' -6' S' -6' 6' -0 }' 6' -II }• '101 /0 XO X GO ERED p 9 PORCH p cc NC. x 0 d 3/0x4/ XO A\ 6 /0x8 /0 SGD S.G. r. DINING ROOM 9 CG. S Z � QR MANUF. GAS 2'-0' METAL FIREPLACE SINK O m INSTALL PER MFR 100 CFM (K SPECS. a VEOF. — GREAT ROOM 'n Q DW j Lu LL 9' GLG. 0 KITCHEN S. NO CT OPENI 5 ®� IN GADU RAGE. REFE �� DUCTS THROUGH CL OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. _ PNTR. R R3 N , v 13V MIN. SOLID CO 4' G TYPIL v 0 WOOD,STEEL DOOR G m 20 MOR 10' -0' ? II'_6 • WHo 4'_3' _ 4, -9• 5'_2 }• _ R \\ B.r L) USE 1/2' T 'X _L AND T % E IZ / ENTRY H I = 6F ENTO S U WAI L5. lU \FIR ......�. TYPE 4 31 URN. to -\� ~ ON E PA�� x, • ABOVE O E IL Q AND B AM _� B VEHICLE IMPACT ��y BARRIER k1d UP 16 R NOTES PWDR. �`JJJ ® r� - PROVIDE EXPANSION TANK 9' GLG.\ /��J r 2/0x /0 FX - PROVIDE SEISMIC STRAPPING E,F ' L O - TPRV TO TERT11NATE TO OUTSIDE 50 CFM _ N -PILOT 1 CONTROLS 2/0x 0 FX TO BE 18' MIN. OFF FLOOR PLR LN ABOVE - PER ASH RAE COVERED 90 -A -50 PORCH B GONG. N 16/0 8/0 O.H. DOOR 16' -3' R.O. LANDING AT 'EXIT' DOOR I' -10 }' 2' -10 NOT TO BE LOWER THAN 3' -0' 16' -0' 3' -0' 2'-g }� 3' -3' } �'_3. 15 INCHES FROM TOP OF 22' -0' 6' -0' 12' -0' THRESHOLD. (83113.1) 40' -0' BLUE 18 AWG TRACER WIRE REQUIRED D NON- METAL O PIPING PER UPC 604.8. MAIN FLOOR PLAN /4 "= I ' -O" WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A96 OF GRO58 FLOOR AREA = 261/1809 =14.43 % TI MAIN FLOOR: -765 50. F:T. UPPER FLOOR: 1041 5O. PT. TOTAL: ISOli SO. FT. GARA63 =: 553 50. PT. COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS RESERVED STAIRWAY ILLUMINATION PER SEC 303.6 IRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE SYAIRWAY, EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF TN5 TOP LANDING OF THE STAIRWAY. ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A96 OF GRO58 FLOOR AREA = 261/1809 =14.43 % TI GAZM AREA % G A INS U -F T C I VAULTED WALL M XT FL S ON I OF FLOR AREA VRICAL OvER1D N C I m� 992E I 13% 034 050 020 aR.� R -38 R -21 R -21 R -10 R -30 R -10 ADY INT 2' II 25% 037 050 070 R- X21 R -21 R -10 R -30 Rj10 III UNLIMITED 030 050 020 aR4 R -38 R -21 R -7I R -10 OID�e R 10 2 GENERAL NOTES: ... F. -1. ... I. ALL WORK TO BE IN CONFOFa IANCE WITH 2009 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. S. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. T. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF: FLOOR TO BE SAFETY GLA55 9. SMOKE DETECTORS TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH 5EPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITAL ATTICS. ALAp'TS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THEE ,,ALARMS IN THE INDIVIDUAL UNIT. ED =SMOKE ALAW- CARBON MONOXIDE COMBO. CM- 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 315.1 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2009 IRC / WA. STATE AMENDMENTS SEC 83151 INSULATE ALL WATER PIPES PER UPC SEC 313.6 MINIMUM R -3 INSULATION 12. FLEX GAS PIPING IS TO BE PROTECTED PER G2415.5, PIPING SHALL BE PROTECTED W/ No 16 GAGE STL. SHIELD PLATES PLATES SHALL COVER THE AREA OF THE PIPE WHERE THE MEMBER IS NOTCHED OR BORED AND SHALL EXTEND A MIN. OF 4' ABOVE SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD, JOIST OR RAFTER 13. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 14. WHOLE HOUSE VENTILATION 24 NR TIMER, READILY ACCESSIBLE t WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) zH 0 .� � � 5 k zf ♦♦♦ no � <831 v zd N 1. Contractor or builder moat verify ea dbnenione befaN proceeding with construction. 2. This plan wee designed to be nurketed throughout meny muWcipeaties. The purchaser moat aerlfy compaence with all local wpplfceble buildivg codes here the home m to be constructed. 3. Purcheaer should bave plena reviewed by a lic- emed builder end e1,ruct- .1 engineer for compli- ance W apecmc Bite con- dition. 4. These plan should not be altered by other then e quelined designer, archi- tect or structural engineer. Plan No: L2B -1809 Date: 12 -26 -12 0! (6) Sr:GONr; ® t -10 RI&ID INSULATION I EXTERIOR SIDE OP WALL 5HADED AREA) FRAMING NOTES: L ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH KsLUED AND NAILED W1 8d NAILS a 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO ISE 48 OF n UNLESS NOTED OTHERWISE. T RO ID INSULATION TO B&TAED U RRGI 3. )SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. I FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM) UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL"2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' GONG. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. �®UNr;�A�I ®N FLAN 1/4.1=11-0" STHD EDGE DISTANCE 1 -V2' MIN BUILDER TO DETERMINE IF STHD OR STHD)RJ IS AF'PROF'RIATE. 12' MINIMUM AWAY FROM HOLDOWNS COPYRIGHT 2007 Landmark Design Inc. ALL RICSMTS RESERVED 4' 0 SCHED. 40 $%. BOLFARD 4x4 P.T. POST W) PB BASE ON 24'x24'xl2' CONCRETE FTG. (2 PLACES) zy A aZ U *j vz 1. Contractor or builder must verity an dimensions R -10 R1610 INSULATION 0 EXTERIOR SIDE OF MALL (SHADED AREA) HF.Ar; iER INSULA710N r;�F_�AI NTS ST W/ PB BAOE ROOF FRAM I NIS FLAN PT P054 W/ CAP 1 P°B BASE ROOF FRAMING NOTES: OF 2) I. ALL HEADERS TO BE 48 DF •2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t WART WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS, 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIP'PED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION Ra06. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION 8602, TABLE 86023. 6. aA REFER TO SHEAR WALL SC14ED. • 0 A H" d' ! z6 1. Contractor or builder moat verify ell dimewlc® before proceeding with constructtnv. 2. This pbm was deaigmd to be marketed throughout many muoicipabties. The purchaser must verity compliance with ell local applicable building codes where the home Is to be constructed. 3. purchaser abould have plam reviewed by a ho- emed bolder and struct- ure] engineer for compli- ance to specific site con - diticm. a. These plane shoWd not be altered by other tbrn e quoUfted designer, archi- tect. or structural engineer Plan No: L2B -1809 Daft 12 -26 -12 v 3) 2x6 END TRUSS 8 12 ANF. TRUSSES 8 a 24' O.G. 12 1 12 W W X O U MANE. TRUSSES END S S n n y y o o 24' O.C. 12 1 12 y . 1 S2ID X 1. - ; _ 1 X 1 12 ROOF FRAM I NIS FLAN PT P054 W/ CAP 1 P°B BASE ROOF FRAMING NOTES: OF 2) I. ALL HEADERS TO BE 48 DF •2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t WART WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS, 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIP'PED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION Ra06. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION 8602, TABLE 86023. 6. aA REFER TO SHEAR WALL SC14ED. • 0 A H" d' ! z6 1. Contractor or builder moat verify ell dimewlc® before proceeding with constructtnv. 2. This pbm was deaigmd to be marketed throughout many muoicipabties. The purchaser must verity compliance with ell local applicable building codes where the home Is to be constructed. 3. purchaser abould have plam reviewed by a ho- emed bolder and struct- ure] engineer for compli- ance to specific site con - diticm. a. These plane shoWd not be altered by other tbrn e quoUfted designer, archi- tect. or structural engineer Plan No: L2B -1809 Daft 12 -26 -12 v STAIR NOTES: STRINGERS TO BE NRE BLOCKED AT BOTH TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 7 -3/4. • MINIMUM RUN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE 6' -B'. ' MINIIMUM STAIR WIDTH TO BE 36'. P PROMDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROMDE GUARD RAILS AT LANDINGS MINIIMUM 36' HIGH W/ CLEAR SPACE s HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. WINDING STAIRS PER CURRENT I.B.C. SPIRAL STAIRS PROMDE MIN 7 1/2' RUN 0 A POINT 12' FROM WHERE TREAD IS NARROWEST PER CURRENT I.B.C. W MERE SMALL - M PAM TIR:TY,JI I T. HANDRAIL 34• -38' ABOVE TREAD NOSMG. PICKETS, PER IRC 312J ON OPEN SIDE r PT RISERS P.T. 2X12 F1 HL 35 ANGL1 _I TYPICAL STAIR DETAIL AN] m Ba- (mlm) to PAM TMCTIGM. t0 PAM TNRLUiH GTBIBI'a 5BLae erase MTAH. k• GM a COLBCA O nAile TO WLLLB AdLONG AfID NLNi YIIH S, RYf%F Af£A IlDS,2 wpNeT NOGG S1AIF8 M MiMBiED INTERIOR DECK JOISTS FER PLAN DBL JST 3 -2X12 P.T. STRINGERS AF50 ROOF VENTS (50 5O. IK NET FREE AREA) EVERY 3RD TRUSS BAY SOLID TIGHT FITTMG TRJSS 51 -00<1 G FASCIA BOARD 2. STUDS PER PLAN 1 - SHEATHING SIDMG PER PLAN im AF50 ROOF VENTS l50 SO. N. NET FREE AREA) EVERY SRO TRU&S BAY SOLID TIGHT FITTING MISS BLOCKING SFIA BOAR�STIVE TREATED GYPSUM WALLBOARD GYPSUM SHEATHING WOOD STUDS "- EXTERIOR % g VI : I' III 0 'IORSDEO y JB J µ J2J ql 1 '.I1 II -1 er UI IU —Jq, G 1 J 14W 9 L.'l11 YfzsJ E I JJ g I _ 1 9 J INTERIOR S1DE a I r I I" 'y 11161c ."I p I e� _ bmrJ gyp 10-101 t—,, pled P-111 urn. 1,1 9lis on. eca-11, 61=2 _1l Pli 1009.00915. 11a"k'. "Hea(JS.7 0c (LOADGEARINGI 2x STUDS, PER PLMJ SIDING PER PLAN 5/8' SHEETROCK ss Alp Wep41 1,1 FJa real ri"Te ILL R35 ' 4l ILL R350 9.O 65. U1.I UL Dasi19139 ULR1319 -119. 7 'P290. UL D_', U ?1Q 5U 1 Lr;) 1 NCB 5EC71 ®N A S /811 =11 -011 EVELS EDING ALEC) i9 VE 5 AT THE TOP :5 UNDER CABLES ITH AN °ASSAGE 1-4 VI • � V *N e �� FC m e , X e.. �a 1. Contractor or builder must verly aM dimemiom before prsceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser moat verify compliance with aM local BURPS= buildhAg codes where the home is to be comtructed. & Purchaser should have plain reviewed by a Us- emed builder and struct- ure. engineer for compli- ance to specific site con- ditions. 4. These plem should not be shared by other then s qualified desigmr, archi- tsci, or etructursl engineer. Plan No: L2B -1809 Date: 12-29,-12 6i MAIN �21rs® ®R L C7F-% 1 CAS 114" =1' -O" COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS IMaERVED ELECTRICAL KEY OVERHEAD CAN f�l OUTLET DUPLEX OUTLET $ 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V !U/ BATTERY C BACKUP GABLE T.V. JACK PHONE UNDER COUNTER LIGHTS V"C GAS OUTLET t HOSE BIBS 4 EXT. FAN VTOS 0 rfH N V W* e Fi 1. Contractor or builder mwl verity ell dimensions be }ore proceeding with construction. 2. Title plan wee designed to be marketed threug ut many muNClpehties. The purchaser mwt verify compliance with all local applicable building codes where the home is b be constructed. 3. Purebaser should have plans reviewed by a lic- ewed builder end atruot- urel engineer for compll- snce to .pacific site con - ditians. d. These plane should not be altered by other the. n qualified designer, archi- teot, or structural avgi.esr. Plan No: L2B -1809 Data 12 -26 -12 6 ENE FRAL &TFUCTUFRAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD DEAD LOAD FLOOR LIVE LOAD DEAD LOAD 25 P5F (SNOW) 15 PSF 40 P5F (RESIDENTIAL) 10 P5F WIND BASIC WIND SPEED 85 MPH (3 SECOND GUST) EXPOSURE B, Iw = 10, K=, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT- FRAMED WALLS) 51TE CLASS: D SEISMIC DESIGN CATAGORY: D 55 = 1.5 - IBC FIGURE 1613.5(1) Sips = 1.0, le = 1.0, R =65 Cs = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 P5F BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I' -6" BELOW OUTSIDE FINISHED GRADE. BAGKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION, MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 P51 WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% t1.I5 % BY VOLUME. MAXIMUM 51ZE OF AGGREGATE 15 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS /SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH 45TM SPECIFICATION A -615. LAP ALL SPLICES 32 BAR DIAMETERS OR I' -6" MINIMUM UNLE55 OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BAR5: INTERIOR FACES 112" EXPOSED TO WEATHER OR EARTH 1112" (05 AND SMALLER) 2" (% AND LARGER) FOOTING BARS 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DFx2 OR BETTER POSTS HF"2 OR BETTER 2x FRAMING HF12 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER ", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON - TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE - TREATED WOOD SHALL BE OF HOT- DIPPED ZING - COATED GALVANIZED STEEL OR 5TAINLE56 STEEL IN ACCORDANCE WITH SECTION IBC 2304.9.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE A -301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD GUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED, GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI /AITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500 RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLE55 OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN lie" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED, PREFABRICATED JOI5T5: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRU55 J015T WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE 51ZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMIN TEE) VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MIGROLAM) OR APPROVED EQUIVALENT (Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 8 MANUFACTURED TO THE STANDARDS SET FORTH IN E5R -1381. BEARING LENGTH SHALL NOT BE LESS THAN 1314" DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LE55 AND TWO CRIPPLE25 AND ONE STUD FOR OPENINGS MORE THAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d a 12" O.C. 5TAGGEfRED, STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d a 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IM THE 5HE4R WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE N/41LING OF Sd a 6" O.G. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE- TREATED WOOD SHALL BE OF HOT- DIPPED ZINC - COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL rDGE5. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UINDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. APPLY 8/4" RATED SHEATHING (40/20) GLUED 44ND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. /4T ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT NTERIOiR SUPPORTS, APPLY lie" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTER) WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.G. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRU55EU TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI /TPI 1 -2002, THE TRU55 CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRU55 ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRU55 FLACEMENT PLAN AND TRU55 DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRU55-TO -TRU55 CONNECTION DETAILS AND REQUIRED CONNECTION MATERI41-5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRU55 LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. THE CONTRA,GTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SECOUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUIILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR 51MILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. 3kEAF, UJALL SISPEDULE MARK MINIMUM SHEATHING ANCHOR REMARKS (4) SHEATHING (1) NAILING (1) BOLTS (3) 2" CDX Sd a 6" O.C. 1/811 a 60" O.G Call = 230 PLF D OR OSB /2" CDX Sd a 4" O.C. 1/811 a 32" O.C. Call = 350 PLF OR 05B h" CDX ad a 3" O.C. 1/8" a 16" O.G. Call - 450 PLF D OR 05B USE 3x STUDS AT ABUTTING PANEL EDGES a STAGGER NAILS NOTES U ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0, 055 OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE, NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.G. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1. 2.) HOLDOWN5 AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LE55 THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 14" PER IBC SECTION 2308.12.8 AND OF NOT - DIPPED ZING - COATED GALVANIZED STEEL, 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 23063. DEL 2x TOP PLATE HDR PER PLAN, II II II �I - - - - -HI II II TRIMMER STUD(5) I I II II II II II II KING STUD /2" RATED SHEATHING d NAILING PER SCHEDULE, I I II LSTA STRAP PER PLAN. CENTER ON TRIMMER I I OR KING STUD. (TYP) I I 2x SILL PLATE I I I I 3x BLOCKING (TYP) I I_F - - II 1111 II I LI_ -- I -- --- SHEAR WALL FORCE TRANSFER DETAIL 51.0 5CALE: NONE I I 74 UPPER FLOOR'. I, A = 1,041 SQ FT I J I I U I S L G�6 LSTA30 - HDR e SILL TO 3x BLOCKING. (TYR 2 PLACES) L6TA30 - HDR a SILL CO =YRIGkT 2012, SEGA ENG NEER5 Z LILI r O O 111 — LL Auiw U Q <n p_ V Z u, s, a a m J a 0 m � pig Ill 11 i Ill �I �I 0 m m c Y i. m � m � o L I C m ip m 8 ca � U m y w v V pJ ao m N N LLI z I�V 11 I�V LLI z w Q) r CO =YRIGkT 2012, SEGA ENG NEER5 Z LILI r O O 111 — LL Auiw U Q <n p_ V Z u, s, a a m J a 0 m � pig Ill 11 i Ill �I �I 0 m m c Y i. m � m � o L I C m ip m 8 ca � U m y w v V pJ ao m N N LLI z I�V 11 I�V LLI z w Q) 2" RATED SHEATHING ad a 6" O.C. - EXTERIOR SHEATHING PER h" RATED SHEATHING w/ NOTE: \ \\ PLAN OR SCHEDULE ad a 4" O.C. TO FRAMING TRUSS TO DEVELOP I CAPACITY OF CONNECTOR. @ w ad a 4" O.C. /a" RATED SHEATHING TRUSS PER PLAN 'SIMPSON' HI FRAMING GABLE END TRU55. SEE r ANCHOR EACH TRUSS. MANUFACTURER'S DRAWINGS 2x BLOCKING w/ (2) Sd N IY O 2x BLOCKING w/ 16d a 8' O.C. � FOR OUTRIGGER LOCATIONS. w w w TO STUD EACH END ad a 6" O.C. E USE NI0 -2 AT DB TR U Q N /2" RATED SHEATHING N Q N RAFTER OR TRU55 PER PLAN 5IMP50M A35 a 48" O.C. w/ (2) ad TO 2x BLOCKING 2x VENTED BLOCKING. TRUSS PER PLAN DBL 2x TOP PLATE, LAP /-UNLE55 NOTED OTHERWISE. 'SIMPSON' CONNECTOR END NAIL TO TRUSS a lad a 6" O.C. STAGGERED. BRACING PER TRUSS 2x STUD PER PLAN PER PLAN. DBL 2x 70P PLATE. LAP SPLICE 4'� O,, MIN. a NAIL w/ . n % EACH END w/ (2) Sd. SPLICE 4' -0" MIN. a NAIL SUPPLIER NOTE: SHEATHING AND NAILING PER w/ 16d a 6" O.C. STAGGERED i, SEE ARCH FOR FLASHING 2x STUD (NOT a SIM) PLAN OR SCHEDULE. SPLICE 2x FRAMING PER PLAN. S�IEATHING a NAILING REQUIREMENTS. c. TO OCCUR ON COMMON PEER PLAN OR SHEAR = DEL 2x TOP PLATE. (BEAM AT SIM) MEMBER OR BLOCKING WALL SCHEDULE.E (BEAM AT SIM.) 44 c TYPICAL ROOF FRAMING CONNECTION z ROOF FRAMING GABLE END LOWER ROOF FRAMING a SHEAR WALL (4 DRAG STRUT CONNECTION S2.m SCALE: I" = I' -m" 52.m SCALE: I" = I' -m" 52.m SCALE: I" = I' -m" S2.m SCALE: I" = I' -m" FF' m m o akJ U a c � �✓ � E m 50LE PLATE NAILING. v o w USE 16d a I6" O.G. MIN. 16d a S" O.C. SOLE . SIMP5ON' HOLDOWN PLATE NAILING. =° STRAP PER PLAN SOLID RIM JOIST ad a 4 OC SHEATHING a NAILING 6d a S" O.C. SOLE m o PLATE NAILING, y t2x " SUBFLOOR 3 /4" 5U5FLOOR SCHEDULE O.C. UNO SHEATHING a NAILING 3) ad J015T -TO -TOP TJI BLOCKING 4 PER PLAN OR 8d a 6" O.G. UNO m PER OR Sda6 SHEATHING a NAILING PER PLAN. LATE U.N.O. MAINTAIN f JOIST PER PLAN SUBFLOOR SCHEDULE IN. II /2" END DISTANCE. and a 4" O.C. STAGGER SIDES. M5TC HOLDOWN �3ja" SUBFLOOR SPLICE TO OCCUR ON COMMMON NAIL THROUGH TOP SURFACE PER PLAN m MEMBER OR BLOCKING LU626 HANGER \ , DO NOT TOE -NAIL) � I SHEATHING a NAILING PER TRUSS OR RAFTER 2x STUDS PER PLAN. PLAN OR SCHEDULE. n J015T PER PLAN (BEAM AT 51M.) JOIST PER PLAN (NOT Al SIMJ y, L TOP PLATE . LAP �J015T PER PLAN 2x FRAMING PER PLAN. BEAM PER PLAN CE 4' -0" MIN. a NAIL ti US HANGER w/ 16d a 6" O.C. STAGGERED. (BEAM AT 51MJ BEAM PER PLAN s TYPICAL FLOOR FRAMING CONNECTION FRAMING AT INTERIOR SHEAR WALL SHEAR WALL FRAMING AT FLUSH BEAM SHEAR WALL FRAMING AT FLUSH BEAM 52.0 SCALE: I" = I' -m" S2.m SCALE: I" : 1' -0" S2.m SCALE: I"= I' -m" 52.m SCALE: I": I' -m" 3/4" 5UEFLOOR 16d a 16" O.C. SOLE 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. 16d a 16" O.C. SOLE 2x BLOCKING (2) 2x STUD a ENDS OF SHEAR WALLS a HOLDOWN5. SEE SHEAR 3j4" SHEATHING PLATE NAILING. JOIST PER PLAN 3/ 6d a S" O.C. SOLE WALL SCHEDULE FOR 3x STUDS. 4' SUBFLOOR SHEATHING a NAILING s ALIGN SIM SO ?NMEMBEDDED SOTHD (�/4L�m PLATE2 PER PLAN OR PLATE NAILING. SIMIPSON' SHEATHING a NAILING M_ JOIST -TO -TOP ANCHOR BO w/ 3 x3' x 4 ER. 2x BLOCKING w/ AC CAP USE eGm ArTU60 FOR CC. SPACING. UN.O. MAINTAIN SGNEDULEE Sd a 6' O.C. UNO \ PER PLAN. IN. 1'/2" END DISTANCE. ALT. Ix4 GUSSET EA 2x PT SILL TYPE HOLDOWN BELOW. I6d a 8 O.C. 4' SUBFLOOR SIDE w/ (6) ad ) I/2" RATED SHEATHING MIN. " BAR - HORIZ. 4x6 A7 SPLICE) �' i SHEATHING a NAILING PER PLAN. 4 'SIMPSON' NOLDOWN PER PLAN. SIMFb5ON' MAB ANCHOR "41 SPLICE TOEMBER OR BLOCKING STUD a 16 (ALT. A34 ANCHOR MIN BAR a 24" O.G. -VERT. STUD a ENDS OF USE MSTG HOEDOWN JOIST PER PLAN TWO SIDES) 12" ' -6" MIN R WALLS a HOLD OUNS. PER PLAN 8" F ?G PER PLAN MIN. 2' -6" MAX. 14 BAR CONTINUOUS 101-011 IU5 HANGER LU524 HANGER BY D o 8° L MAX. z TRUSS SUPPLIER BEAM PER PLAN FIN15L4 GRADE o 0 2x NAILER AND PT SILL wl Si "D SHEATHING a NAILING e fu E1,a 1, PER PLAN. MATCH WALL ANCHOR BOLT a 3" x 3" x 1/4" ABOVE U.N.O. 1- WASHER AT 5' -0" O.C. U.N.O. n 9 ll z.m SCALE: 1" , FRAMING AT CRAWL SPACE FOUNDATION AT GRAWL SPACE U J —A g SHEAR WALL FRAMING AT FLUSH BEAM EIS FLOOR sz.m SCALE: I" : ' -m" ' -m^ 52.m SCALE: w = ' -0" 5THD TYPE HOLDOWN y PER PLAN. 04 BAR a 10" O.C. - HORIZ. SHEATHING a NAILING PER 2x STUD PER PLAN. USE DEL STEM WALL " a 16" O.C. MUM VERT. MA 01 FIN15H GRADE 4LBAR ) < ~ L - XI PLAN OR SCHEDULE STUD AT END OF SHEAR WALLS a HOEDOWNS. SEE SHEAR WALL FINISH GRADE Z 2x PT SILL w/ ANCHOR BOLT SCHEDULE FOR 3x STUDS. �___________— a 3" x 3" x 1/4 WASHER PER ° a PLAN OR SCHEDULE. USE 4" SLAB ON GRADE OVER ( IS" MIN 5g° " O.C. MIN. _ MIN. 6 MIL VAPOR BARRIER 2'_0" a a a 14 BAR CONTINUOUS MINIMUM IS" / roa60 O 6" MIN. I� a� n (TYPJ FINISH GRADE OR TN8s8� 2" MAX. all "" SLAB ON GRADE SIMP50N' HOLDOILN 4 BAR a 2�RO.C. - VERTICAL -- — ? — At UI 2 PER PLAN _ F-6" MIN _ 8 MAX. MAx z CRIPPLE WALL WITIH BACKFILL FOUNDATION SCALE: NONE �' 8' I �. t il CONTINUOUS FTG. -0 MINIMUM ' '�8 04 BAR CONT. REINFORCEMENT l � 2, �y Qa3 FOUNDATION AT SLAB ON GRADE STEPPED FOOTING DETAIL 62.m SCALE: I" = F -O" 1S2.m SCALE: NONE COPYRIGH— 2012, 5EGA ENGINEERS JOB 09 -IDI8