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2603 PlanBUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD 25 PSF (SNOW) ROOF DEAD LOAD 15 P-AP FLOOR LIVE LOAD 40 PSF (REDUCIBLE) FLOOR DEAD LOAD 15 PSF WIND LOAD • 85 MPH WIND SPEED, EXPOSURE 'B' SOIL SITE CLASS 'D' CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DESIGN CRITERIA: TABLE E3301.7 <I) GROUND SNOW WIND 6PEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDER - LAYMENT FLOOD HAZARDS AIR Ff'�EEZINCs MEAD Ar8 -VIAL SCREWS BASEMENT SLABS 4 INTERIOR BLAB ON GRADE, EXCEPT GARAGE 2,500 pal FLOOR SLAB. LOAD BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER CATEGORY WEATHER FR097 LI DEPTH TERMII DECAY TEMP. REQUIRED 12 INDEX TEMP PERPENDICULAR 85 1 12 WALL SLIGHT- SLIGHT IT NO LORAL 50 S0 30 (mph) DI/D2 MOD 13 MOD EITHER DIRECTION 1 16 1 JURISDICTION 13 GAGE 1 -5/8' LONG DIA. ' HE LANG DIA. HEALOG GEILNG ADDITIONAL REOURED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE DINER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: • MFG. JST. DESIGN AND LAYOUT IF APPLICABLE • MFG. TRUSS DESIGN AND LAYOUTS 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 FIR`? UNDISTURBED EARTH BELOW ORGANIC SUFRFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. CONCRETE 'BATCH TICKET' SHALL BE AVAILABLt VIN bI It t-VK KtVltw OT MILL It M vrrwlAaL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UN.O. GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRO TABLE R60230U GYP&V WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE M0235 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED 2,500 pal TO THE WEATHER SCREWS BASEMENT SLABS 4 INTERIOR BLAB ON GRADE, EXCEPT GARAGE 2,500 pal FLOOR SLAB. STUDS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER 3(000 P61(41/2% air mtralmed N- 11/2%) VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER HF 02 - Fb•915 Pei, FV•150 pal, Fc-1300 PORCHES, CARPORT SLABS 4 STEPS EXPOSED 3000 pal (41/2% air maalred ./- 11/2%) i0 THE WEATHER 4 GARAGE FLOOR SLAB. T CONCRETE 'BATCH TICKET' SHALL BE AVAILABLt VIN bI It t-VK KtVltw OT MILL It M vrrwlAaL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UN.O. GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRO TABLE R60230U GYP&V WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE M0235 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R'10235 THIC10655 OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES O.CJ MAXIMLH SPACING OF FASTENERS (INCHES) 81ZE OIGADTION WY PP TO NAILS W/o adimiv* SCREWS 13 GAGE I -3/13' LOW 15/64' HEADIDO98' DIA. 1 -1/4' LONG MWLAR-RINGED 6X OR LARGER DF -L 7 - Fb•815 pal, FV•110 pal, Fc-600 psl, E•1300000pei STUDS CEILING 2X4 HF 02 - Fb•915 Pei, FV•150 pal, Fc-1300 CEILING EITHER DIRECTION 16 T 12 8d COOLER NAIL 0 ,086' DIA. 1-518 OR R LONG IB/ HEAD O GYPSUM BOARD GEILNG PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 I2 10. NAIL�ID86' DIA 1 -5/8' LONG 9/32' WALL EITHER DIRECTION 16 8 16 R -30 CEILING EITHER DIRECTION 1 16 1 12 13 GAGE 1 -5/8' LONG DIA. ' HE LANG DIA. HEALOG GEILNG PERPENDICULAR 24 1 12 R -30 ANNULAR- RINGED DIA.00L LONG O DI COOLER NAIL 4' HEAD OR GYP81tl BOARD WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION Ib a I6 NAIL 09To 0141 -1/8' LONG B /6�NEAD FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR M PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON (0.131' DIA., 2 -1/2' LENGTH), Ed BOX (0.113' DIA, 2 -1/2' LONG), 1Od COMMON (0.148' DIA, 3' LONG) 10d BOX (0.128' DIA, 3' LENGTH), 16d COMMON (0.162' DNA, 3 -1/2' LONG), 16d SINKER (0.148 DIA, 3.1/4' LONG) 56 COOLER (0096' DIA., 1 -5/8' LONG ), bd COOLER (00%' 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 COAST 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: GLAZING AREA % OF F A 2X4 I-F 02 - Fb•S15 pal, Fv150 psi, FC -1300 pal, E•1300000pei 2X6 OR LARGER HF a2 - Fb•915 psi, Fv•150 psi, Fc-1300 pal, E- IBOOOOOP61 4X DF -L 02 - Fb•900 pal, FV•180 pal, Fc-1350 psi, E•1600000p61 6X OR LARGER DF -L 7 - Fb•815 pal, FV•110 pal, Fc-600 psl, E•1300000pei STUDS CEILING 2X4 HF 02 - Fb•915 Pei, FV•150 pal, Fc-1300 psi, E- 1300000pai 2X6 OR LARGER I-F 02 - Fb•915 psi, Fv150 psi, Fc-1300 pal, E-13 $I FOOTS 020 R -49 4X4 HP n - Fb•915 psi, Fv150 psi, Fc-1300 psi, E•1300000ps1 4X6 OR LARGER HF n - Fb•915 pel, Fv150 pal, FC -1300 psi, E•1300000pei 6X6 OR LARGER OF -L 7 - Po-1200 pal, Fv110 pal, Fc•1000 psi, E•1600000PSI GLUED LAMINATED BEAM /GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 PSI, Fv • 165 PSI, Fc • 650 PSI (PERPENDICULAR), E • 1,800,000 PSI. ENGINEERED BEAMS AND -Jnl_QT 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 "I-SL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 P51, FV • 290 PSI, Fc • 150 PSI (PERPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 P8I, Fv • 285 PSI, Fc • 150 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-°00,000 PSI, CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FRCM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUST, BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRU55 MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROCFNIALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON a 6' O.C. • PANEL EDGES AND 12' O.C. IN FIELD UNO. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' TAG RATED (40/10) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d C01410 M 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 SURPACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION- RESISTANT FLASPINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS N SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF - FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1 /8' (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING, JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. B. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTTERS. RATPROOFING NOTES: STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING 15 GREATER THAN 1/2' IN THE LEAST DIMENSION. METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 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. TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACE 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 GREATER THAN 1/2' IN THE LEAST DIMENSION. DRAFTSTOPPINCs WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DIRAFTSTOPS SHALL BE INSTALLED 80 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED IOW SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WIERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MM31RAE BELOW, DRAFTSTOPPIIG SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRS SECTION 830212 FIREBLOCKING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORT AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRICTION IN THE FOLLOWING LOCi: :(TONS: I. 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 RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION 8302.1 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS, OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRO SECTION R1003JS. 6. NREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1. 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. GENERAL MAINTAIN I' CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND b' ABOVE MATT INSULATION INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE - STAPLE FACED BATTS FRICTION -FIT UNFAC£D 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: I. WHEN SUCH MATERIAL ARE INSTALLED N CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC 83163, SHALL ONLY BE REQUIRED TO MEET THE SMOKE- DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS, IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR UEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12' AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 6' -0' O.G. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS ALL WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF C�D CUR? TREATED BY USER SHA L B U RETREATED 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. DAMPROOR EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMFROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8' PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARGING.S14ALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING.. L BITUMINOUS COATING 2.3 POUNDS PER $Q YD. OF ACRYLIC MODIFIED CEMENT 3. b' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R4062 6. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PAR31 G OF UNIT MASONRY WALLS 18 NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1.2 -FLY HOT MOPPED FELT 2.55 POUND ROOF ROLLING 3.6 -MIL POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER- MODIFIED ASPHALT 6.60 -MIL FLEXIBLE POLYMER CEMENT 1. I/8' CEMENT- BASED, FIBER - REINFORCED, WATERPROOF COATING 8.60 -MIL SOLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC- SOLVANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETON9 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 PATd'sINGS TO SEAL ICF WALLS IS PERMITTED. COLD - BETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449, HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG P. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. 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 NOT *D OTHERWISE. SECTION R310- EMERGENCY ESCAPE 4 RESCUE OPNGS SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALLL BE OBTAINED BY THE NORMAL OPERATION S EOF G FR TH EMERGENCY CE 'A'PE AND MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 51 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 60. FT. MIN. (MUM OPENING HEItf; THE ET CLEAR oP�MMNG�- F7E�Ht�3R ES. MINIMUM OPENING WIDTH: THE MIN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: MAX. 44' IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24' ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWUYi LOCATIONS OR M OTHERWISE REQUIRED PER IRC SECTION R308.4 I. SIDE HINGED 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, STEAfM ENCLOSURES 5, GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VE RTICAL EDGE OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE THE WALKING SURFACE 6. GLAZING GREATER THAN S SF. AND LESS THAN 18" ABOVE FINISHED FLOOR 1. GLAZING IN GUARDRAILS 8. GLAZING LESS THAN 18' ABOVE FINISHED FLOOR S. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' HORIZONTAL OF WALKING SURFACE AND 60' ABOVE ADJACENT WALKING SURFACE HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROvE1D AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WART -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNNED 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 GRACIE UNDER FLOOR SPACE OR BASEMENT UNLE68 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 TEMPERTURE WSEC SEC. 503.8.1 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION 1`1I5085 OF THE 2009 IRC AND WASHINGTON STATE AMENDMENTS. MINIMUM SOURCE - SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. WATER CLOSETS: 50 cfm D. KITCHENS: 100 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OFR TYPE MW 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. • USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE. 220 CFI REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS 50 VENTILATION EFFECTIVENESS CAN BE 1.0 • 8' SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER MI508) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED UTILTY ROOM NOTES/MAKE UP AIR: I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CRM SHALL BE PROVIDED WITH MAKE UP AIR UJHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MACE UP AIR SHALL BE PROVIDED N THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. 100 SQ INCH. TRANSFER GRILL. PER IMC 504.5_ DRILLING AND NOTCHING STUDS. PER SEC R602b DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: I. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. 2, DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE 18 NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN as INCH (16mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602b(I) AND R6026(21. - EXCEPTION: USE OF APPROVED STUD SHOES 18 PERMITTED WEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC 86026.1 WHEN PIPING OR DUCTWORK 18 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MOIRE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0,054 INCH THICK (131mm) (16 ga) AND 11/2 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE 86026.1. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. POSTING OF CERTIFICATE W5EC 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 FREDOMINANT R- VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAMSPACE WALL AND /OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U- FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. UNERE THERE IS MOIRE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOWIER DOOR TEST WAS CONDUCTED. DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN AC ANC€ WITH RS -33, USING THE MAXIMUM DUCT LEAKAGE RATER SF£CIrIED IN 2009 u. C SEC. 503.103 HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER 503.10.1 U5EC BUILDING AIR LEAKAGE TESTING 2009 WSEC SEC. 502AB TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE R UILDING ENVELOPE. WHEN CONDUCTED IINDTHEYPRESBUILDING NNCLE IOF OFFICIAL IETNESTASFTF.STHE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. 105.4. UISEC9CTION 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 An CONTROLLED BY A MOTION 5ENSOR(S) WITH INTEGRAL, PHOTOCCNTROL P140706ENSOR 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. W53 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 303/ 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. (REFER TO PLAN FOR OPTION SELECTION) ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. OKION GLAZING AREA % OF F A GLAZING -FACTOR DOOR U- FACTOR CEILING VAULTED AW WA EL -INt.W - XT L�R SLAg GRUDE VERTICAL OvERHEA7 CEILING G GRADE 1 13% 034 050 020 R -49 Hli DINS R -21 R -21 R -10 R -30 R -10 II 25% 032 050 020 R -49 Hw p� R -21 R -21 R -10 R -30 R -10 III UNLIMITED 030 050 020 R -49 H1G13,a3 R -21 R -21 R -10 R -30 R -10 C1�.�.)l F+•1 H F•�1 IzI--� 1••W O NJ� LL 4- w Cl BY:-- ----- _- - --- Plan Nte SB2603 Date: 2011 01 LEFT ELEVATION SCALE : I/4 "= P- 0' BS �hTHER RESISTANT HEAe'MIN60 RRSUBSTRATE FINISH SIOINO GSM TRIM PLASHING WITH S" MIN. VERTICAL LEO IORIZONTAL WOOD TRIM 7x6 EXTErRIOR WALL 1/16' PLY :OR OSB SHEATHINP,, TYP. BIDING PEIR ELEVATIONS — OVER VAFDOR BARRIER PRE- FINISIHED CONTINUOUS — SHEETMET/AL FLASHING, TYP. COMP. ROOFING OVER VAPOF BARRIER ATOP T/16' PLY OR OSB SHEATHING, TYP. TRUSS OR IRAFTER PER HORIZ. TRIM AT SHEATHINGA0002 STUDS ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. PROVIDE A ('GRADE FALL AWAY FROM STRICTURE IN FIRST 10'. NOTE: PROVIDE CCNTMUOS PRE- PAINTED G.I.'Z' FLASHING AT ALL EXT. DOOR 7 WINDOW HEADERS. DN. TO GRADE FRONT ELEVATION NOTE: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBILE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SCALE : I14 "_ V - 0I VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PFZIOR TO INSTALLING SIDING MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS FREOUIRED CAULK ALL EXTERIOR JOINTS AND PENETRATIONS POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSIOIN RESISTANT) VtNttx Y TI 1 I V I Is OF 6" WITHIN THE FIRST 10' SCALE : 1/411= I' -oi SCALE : 1/41 �' -m" . �,-.r� 8)HEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN HOUSE NUMBERS TO BE VISIBLE 4 1DETAIL REFERENCES AND /OR LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET INSTRUCTIONS PERTAINING TO EACH FRONTING THE HOUSE. SHEAR WALL INDICATED IN THIS ADDRESS NUMBER SHALL BE MIN. 4' HIGH 1 A MIN. STROKE WIDTH OF PLAN. 1/2' PER SEC. 8319.1 SIDING )., TYP. C rc m LL METAL GUTTER ON B FASCIA BD. TYP. VEAL BEVEL SIDING CORNER BD, TYP. 10 BAND BD. 6 WINDOW HEAD TRIM - TYP. 4 WINDOW TRIM - TYP. 2'r2 BEVELED SILL ON 6 SILL TRIM TYP. DIRECT VENT °/P INSTALL AS MFG SPECS. XM&ISTABLE MATERIAL '.' SURROUND a FIREPLACE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORE DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORE F'ERFOR'7ED BY THE CONTRACTOR CAI W O x H W A A z 0 :n PLn No: SB2603 Date: 3 -12 -12 L IS' -0' 5' -31R' 5' -41/2' 4' -6' 5' -01/2' 6' -91/2' 1' -0' emu: NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK, DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WOW FEW-OWED BY THE CONTRACTOR Fm 4''-0• 4'-0' 40' -0' UPPER FLOOR PLAN 5GALE : 1/4'= 1' -m' - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. BLUE 18 AUG; TRACER WIRE - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 @ PLUMBING WALLS) U.N.O. REQUIRED AT ALL NON -METAL WATER SERVICE - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING FPLAN PIPING PER UPC 604.8. 0 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) 'NOTE- 51.111—DING AIR LEAKAGE TEST REQUIRED AS PER WSEC 502.45 2' °0° Y W glen e1RAlrer+ lu "".A7&l R G1l-1Hm' 1K ATL. I, A MM. Q 4' RKM DQDIK%.e N DIWTlR...TER Trait TD cue • ARM R IME "Y DQIEGTI 2X4 LeoaOe 'Reeb/@ TRlARD r on erzcl}�eRlR�.gu+}�MR° l 'wm i LgllR aA - M v; AQ 1 A H21 O {' RKA1 DONfROLe AHCNOR W TD e40E- D TO R uCT -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33 PER WSEC 503.10.2 - DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED AS PER WSEC 503.103 FLOOR :NGE DIMENSION NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS SMOKE DETECTORS (DSp INSTALL SMOKE DETECTORS PER CODE SKliT o I INSTALL CARBON MONOXIDE ALARM PER CODE 414 SF. s % WDW SF / FLR SF. ( %) BEDROOM 2 ABOVE BEDROOM 3 s `! CAST ATH 2 CARPET ' v YL 110v 6' -0 1/2• _ _ VAULT LINE �5D O 506861 -PASS MASTER SUITE o p m 3 0 C CARPET (� C e Ivy n — 3 TYR r _ Ilmv Rs HALL � aT �� CARPETS' -2' ' -II I/2' ^� 0 9 – J — — PLANT SHELF ABOVE F (D50 WALL -9 R' 2HKa M.BATH HALF -ry ALF WAL . -vINYL ;n 5' -31/2' 2' -41/2' 4' -4• -51 ii OPEN COMP. Ay a RPEET v X BEDROOM 2BELOW C c W,I.C. CARPET =4 0 ° _ CARPET o X 36' n 60' �� I' -0 9 SOAK TUB 0 Alf �9 � LSD IIOv 40 FX 4' -6 I 6' -2 1/2' 6' -8' 1' 311 5' -10' I e s BONU� ROOM - Igo VALID ire o I I Fm 4''-0• 4'-0' 40' -0' UPPER FLOOR PLAN 5GALE : 1/4'= 1' -m' - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. BLUE 18 AUG; TRACER WIRE - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 @ PLUMBING WALLS) U.N.O. REQUIRED AT ALL NON -METAL WATER SERVICE - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING FPLAN PIPING PER UPC 604.8. 0 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) 'NOTE- 51.111—DING AIR LEAKAGE TEST REQUIRED AS PER WSEC 502.45 2' °0° Y W glen e1RAlrer+ lu "".A7&l R G1l-1Hm' 1K ATL. I, A MM. Q 4' RKM DQDIK%.e N DIWTlR...TER Trait TD cue • ARM R IME "Y DQIEGTI 2X4 LeoaOe 'Reeb/@ TRlARD r on erzcl}�eRlR�.gu+}�MR° l 'wm i LgllR aA - M v; AQ 1 A H21 O {' RKA1 DONfROLe AHCNOR W TD e40E- D TO R uCT -DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R6-33 PER WSEC 503.10.2 - DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED AS PER WSEC 503.103 FLOOR :NGE DIMENSION NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS SMOKE DETECTORS (DSp INSTALL SMOKE DETECTORS PER CODE CARBON MONOXIDE DETECTORS OC /M I INSTALL CARBON MONOXIDE ALARM PER CODE 7ow..'L ADHERED BRICK VENEER It" Ill 1 1 SCALE : 1/4'= I' -m° - ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2X6 BEARING WALLS , U.N.O., 6' -0" MAX. SPAN - ALL DOOR /WINDOW HEADERS TO BE 4X10 DF #2 AT 2X4 BEARING WALLS, U.N.O., 6' -0" MAX. SPAN - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 @ PLUMBING WALLS, U.N.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEBL - NO DUCT OPENINGS IN GARAGE PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF IRC TABLE 1507.3 SYMBOL KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS MECHANICAL EXHAUST CAPACITY 2 BATHROOMS - TOILET ROOMS OF 50 CFM MIN. INTERMITTENT OR 20 CFM CONTINUOUS AREA SUMMARY MAIN FLOOR: UPPER FLOOR: TOTAL: [BONUS: (COVERED PATIO: (GARAGE: �GLAZING SUMMARY (WINDOWS: DOORS W/ MORE THAN 50% GLAZING: !SKYLIGHTS: TOTAL: (GLAZING PERCENT: wffi1 97 2310 SF. 293 SF. 168 SF. 414 SF. 277 SF. 40.5 SF. 8 SF. 318 SF. 12.24 % WDW SF / FLR SF. ( %) W 0 x (~l 1—y 1� A z x 0 Plan Na. SB2603 DetO: 3 -12 -12 2 4' SPHERE NOT PASS, : i� AB ni L �i m S a m E -v m HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANOGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF I'q' MIN. / 2'i4' MAX. EDGES SHALL HAVE A MIN. RADIUS OF 'le'. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4(INCHES (107MM) TO PASS THROUGH. s4' MIN.-11/,' MAX NOSING ---� b' SPHERE UNABLE TO PASS THROIYsH OPENING BELOW STAIR INSTALL GWB s CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING a MID -SPAN AND XT IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED THRUST BLOCK INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 41y' INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 lb. PONT LOAD FROM ANY DIRECTION IRC SECTIONS 83115.1 4 TABLE R3015 - LIGHTING 18 REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM CF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303b AND 311.1E - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION 83122 - MINIhXAM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 83115.1 - STAIR t STAIR LANDING MINIMUIM WIDTH SHALL BE NO LESS THAN 36' 011ie' CLEAR IF ONE HANDRAIL, ( 2l' CLEAR IF 2 HANDRAILS. IRO SECTION R3115J - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 446'. THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN V2'. IRC SECTION 8311533 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN V. IRC SECTION R31153.142 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11'. IRC SECTION 8311533 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS N61DE THE DWELLING. IRS SECTION 83036 4 R303b.1 - A MAXIMUM SLOPE OF 1:48 (2 %) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRO SECTION 831155 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF b' DEPTH AT INNER EDGE. IRO SECTION 8311532 - WINDER TREAD DEPTH OF 10' WITH IN IY OF THE INSIDE. IRC SECTION R311532 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R3115.4 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRO RNI5.4 STAIR DETAIL SCALE: N.T.S. FINISHED WALL II' -0' FINISHED WALL FINISHED CEILING _L21 I a m 61 M FINISHED FLOOR 8' -4' ARCHWAY DETAIL SCALE: 1/4' • 1' -0' SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS 142' HARDWOOD HANDRAIL T' c �SOLILS BLOCKING YW AS RIEpUIRED PRE FFINISH METAL BRA[- -KET TYP. T1'P, HANDR41L NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WOW, DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WOW FEFfORMED BY THE CONTRACTOR - - -- - - -- COIiPOSITION ROOFING ON 15 'FELT UJDERLAYMENT ON l/16' PLY OR OSB SHEATHING TYPICAL. MFR TRUSSES PER — PLAN • 24' OL. PER MFG. SPECS. TYP. 2x6 EXTERIOR WALL W/ R -21 INSULATION, TYP. 1/161 PLY OR OSB %kMWWftTELRVATIONS OOTVER VAPOR BARRIER, ;X-- FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VA BARRIER OVER T/16' PLY OSB SHEATHING, TYP. —TRUSS OR RAFTER AS PER IL N ROOF TO t ALL FLASHING DETAIL VALE: V- 1' -0' INTERIOR FINISH PER PLAN STUD WALL W/ FIBERGLASS BATT INSULATION WEATHER RESISTANT BARRIER OVER SHEATHING EXTERIOR FINISH MATERIAL CAULK OR FLASH AS REO. WATERTABLE SIMPSON A -21 OR METAL BRACKET, HOLDING CAPACITY 5 LBS /LF or MIN. 22 GA. MTL. SUPPORT 2SIb EXPANDED GALVANIZED METAL LATH OR 18 GA. GALVANIZED WOVEN WIRE MESH. ATTACHED W/ 16 GA. STAPLES SPACED b' O.C. VERICALLY W/ V MIN. PENETRATION INTO STUD. SCRATCH COAT MORTAR SETTING BED BRICK VENEER ADHERED BRICK VENEER G SCALE: N.T.S. �C�:�OyN�TINUOUS ROOF TO WALL YTIN. V AIR SPACE PER WSEC 502.1.63 2X12 RAFTERS (4) LAYERS R -10 FOAM INSULATION WITH VAPOR RETARDER, TYP: SEAL ALL JOINTS AND AIR GAPS WITH OVED SEALANT TAPE. 2x LEDGER R VENTILATION/ DEL. TOP PLATE, T9`T-.� 2x6 EXTERIOR WALL-W/, R -21 INSULATION, TYP. IR -10 FOAM INSULATION., .AT HEADERS, TYP. 4x HEADER AS PER -- -- STRUCTURAL, UN.O., TYP. VENT BLOCKING iULATION DETAIL SCALE : 19,• I' -0' n TYP. HEADER CONSTRUCTION PER USEC 10052 SCALE: 13'• P -0' RIDGE VENT GAP ROOF SHEATHING 2 x b STUDS 4 16'c W/ R -21 INSULATION 4' 0 CCNT. T*HTLINE- TO STORM SEILER 4' a PERF. PLASTIC FTG DRAIN SET IN WASHED GRAVEL W/ FILTER FABRIC OVER ILI R -49 INSULATION ie • 16' MN. CRAWL SPACE—) - � CONC. FTG. AS ,( 8.30 INSULATION OVER PER PLAN SECTIONJ 1 TYPICAL. VAPOR �AR21ER UNHEATED SPACES, TYP. �1 SGALE : 114 "= P-0" TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 15# ROOFING FELT - 7/16" SHEATHING RATED 24/16 - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R -49 INSULATION - (4) LAYERS R -10 RIGID FOAM INSULATION IN 2x12 RAFTER ROOF AREAS - 5/8" GWB. CEILING - 1/8" TO 1/4" MESH SCREEN OVER OPENINGS - NET OPENING AREA MINIMUM 1/150 OF VENTED AREA OR 1/300 IF 50% -80% OF VENTING NEAR TOP OR VAPOR RETARDER - PROVIDE I" MINIMUM CLEARANCE BETWEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION R806.3 TYPICAL WALL CONSTRUCTION - SIDING AND /OR VENEER PER ELEVATION SEE NOTE ON SHEET I - 7/16" PLY OR OSB SHTG.( U.N.O ) - TYVEK BUILDING WRAP OR EQ. - 2X6 STUDS @ 16" O.C. EXTERIOR WALLS U.N.O. EXTERIOR WALL NOTCH 25 %, BORING 40% 60% BORING IF DOUBLED & NOT MORE THAN TWO SUCCESSIVE STUDS. - 2x4 STUDS @ 16" O.C., INTERIOR PARTITIONS (2X6 @ PLUMBING WALLS) NON- BEARING WALL MAXIMUM NOTCH 40 %, BORING 60% HOLES NO CLOSER THE 5/8 INCH TO FACE OF STUD - R -21 INSULATION WITH VAPOR BARRIER - 112" GWB. INTERIOR SHEATHING TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" T &G PLYWOOD SUBFLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R -30 INSULATION OVER UNHEATED AREAS CONTINUOUS RIDGE VENT COMP. ROOFING OVER VA BARRIER OVER 1/16' PLY OSB SHEATHING, TYP. `-- TRUSS OR RAFTER AS PER PLAN RIDGE VENT DETAIL SCALE : I'• 1'-0' COLUMN EASE W/ BRICK VENEER 0 •e WRAP P.T. b x 6 POST TO 12' COLUMN W/ CAP 4 BASE 6, 6, TRIM TYP. (Q--,WLUMN DETAIL �N'-�JSCALE: COMPOSITION ROOFING 150 FELT PAPER 1/161 SHEATHING ROOF FRAMING PER PLAN INSULATION BAFFLE VENTED BLOCKING AT REQUIRED BAYS 5/4 x B FASCIA - -- CONTINUOUS METAL GUTTER 2x6 STUDS 6 16' OC. - TYP. _ R -21 INSULATION ----- 1/16' SHEATHING - TYP. _ TYVEK WRAP - TYP --- SIDING PER ELEVATION 34' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN WINDOW HDR PER PLAN - TYP. 5/4 TRIM SURROUND - TYP. — WINDOW W/ INS. GLASS - 94' T40 PLYWOOD GLUED 1 NAILED FLOOR JOISTS PER PLAN R -30 INSULATION 5/4 X 10 TRIM BAND 2X P.T. WOOD SILL 4' 0 CCNT. TIGHTL TO STORM SEWER REBAR PER DETAIL 6 MIL. VAR TOP PLATE SUB FLOOR TOP PLATE iA QI SUB FLOOR ro m 4' 0 F'ERF. PLASTIC FIG. DRAIN SET IN WASHED GRAVEL W/ FILTER FABRIC OVER TYPICAL LUALL SECTION SCALE :N.T.s. NOTE: 1116' SHEATHING NOT REQUIRED ON EXT. WALLS WHERE TI -11 SIDING IS SPECIFIED (UNLESS NOTED OTHERWISE IN THE SHEAR WALL SPECIFICATIONS) Con W 0 xl 1� Y•N A 0 Plan No: SB2603 Date: 3 -12 -12 3 C O. 4' 0 SCHEO. 40 STL. 4- 3/9'X3' ANCHOR B ""m-ON TITAN HD a NCRETE SLAB UPPER FLOOR FRAMING PLAN. 51CALE : 1/4 "= P -m" FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ Sd NAILS • 24' O.C. NAILED TOP i BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 OF 02 UNLESS NOTED HOEZREFREAT EXTERIOR WALLS 2 WARM WALLS TO BE IN5ULATEI) W/ R -10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 0•0'. 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 6. ® INDICATES POINT LOAD FROM ABOVE. 1. • MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE S. QA REFER TO SHEAR WALL SCHED. y . �I I II OPENING I CONT. VAL. TOP PLATE R -10 RI611D INSULATION 0 EXTERNOR SIDE OF WALL (SHADED AREA) 4X HEADIII KIN& STUJD EXTERIOIR PLYWOOD TRIMMEK HEADERA NSULATI ON DATA I L NTS �g ppNN�� ppi�t SIDE VIEW 'SON TITAN�HDBOR EQ� 8 3A6 m I/2' x a' x a' uD I. TOP NEW VEHICLE IMPACT BARRIER DETAIL I Q� 0 0 I r 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 DFL42 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x S' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18' -24' CRAWL ACCESS. • CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 8. PROVIDE CRAWL SPACE VENTILATION PER IRC. " FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10. ® INDICATES POINT LOAD FROM ABOVE 1. .4 INDICATES 'SIMPSON' HOLDOWN 11. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 1 SPACING. SHT S 10 •rIvirlm I v e� L —tea, I � 0 m W N m N r �36 sfy s I5 N S2m 9 SCALE : 1/41= 1' -0" NOTE: USE MIN. 6" WIDE POST BELOW BEAM SPLICES FOUNDATION VENTILATION FOOTING SCHEDULE USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. USE 14" x 7" SCREENED FDN. VENTS (U VENT = .52 SO. FT. NET FREE VENT AREA (U VENT TO BE LOCATED WITHIN 3' OF EACH CORNER FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 300 N.V.A. = QTY. OF VENTS REQUIRED .52 1254 4.18 = 8.04 VENTS REQ'D 300 4.19 .52 (9) VENTS REQUIRED no 181 P.T. POST ON 18" DIA. X 8" THICK CONC. FOOTING 241 P.T. POST ON 24" DIA. X 8" THICK CONC. FOOTING 301 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 4 BARS EACH WAY P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 4- # 4 BARS EACH WAY Q421 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 5- # 4 BARS EACH WAY FOOTING SIZES BASED ON 1500 PST SOIL BEARING CAPACITY C110 W O x H a A z O Plan No: SB2603 Date: 3 -12 -12 �I v 10' -6' 14' -0' 15,_6• 4x4 P.T. POST ON 24'x24'xl2' }� J�Y�� CONCRETE FTG. CAT Q�.qD W 12 -04 BARS EACH WAY SLAB ON GRADE @q . SLAB ON �c N�QGG 4' COMP. 14 14' X T' SCREENED S2m B FDN VENTS S) RECID in b' -0' 6' -0' - O 0 4X10 4X10_ 4X10_ .i,.� _ "i 24 24 2a 2a 24 24 GRAUILSPACE _a X 6 MIL V160JEEN VAPOR IBARRIER $2.0 N THROUGHOUT CRAWLSPACE LAP SPLICES 12'. (BLACK) 4' -0' 4' -0' 4'41' 4' -6' 4' -6' 4' -6' 2'- -# 4 I J-"\ 4 X 10 4 X 0 4 X 10 _ 14 24 14 24 24 14 14 24 24 t.. 24 O 24'X18' MIN S2m _9 CRAWL SPACE D51- UST. ^;i o ACCESS BLOCK OUT FOR MECH. UIORC' a 14 m Szm 4X10 4110 14 I L 14 I J 14 ",A I . 82.0 36 { 4,2 )' ii ' -0 4' -II I/ 4' -II I14' 3' -T 3/4' 3' -1 3/4 a; 7 _6 m: N 20' -0' SLAB ON GRADE 0 4 4' CONC. SLAB ON �. 4' COMP. FILL SLOPE 3/I6' / FT Ft TOWARD DOORS 0 a: 9 S AS ON GRADE ' - is + -,: ai 4 COI4C. SLAB ON R 4' COMP. FILL TYR 14 :Q -kY CONTINUOUS FOOTING BLOCK OUT FOR Ib' DOOR S2m m = s sry sp 24')a4'x1r FTG w R �� R 2 -04 BARS EACH WAY \ 5 3/4 I -I0 I I -10 I 3' -6' 8' -0' Z' -3' I' -3' 5' -0' 40-0' I v e� L —tea, I � 0 m W N m N r �36 sfy s I5 N S2m 9 SCALE : 1/41= 1' -0" NOTE: USE MIN. 6" WIDE POST BELOW BEAM SPLICES FOUNDATION VENTILATION FOOTING SCHEDULE USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. USE 14" x 7" SCREENED FDN. VENTS (U VENT = .52 SO. FT. NET FREE VENT AREA (U VENT TO BE LOCATED WITHIN 3' OF EACH CORNER FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 300 N.V.A. = QTY. OF VENTS REQUIRED .52 1254 4.18 = 8.04 VENTS REQ'D 300 4.19 .52 (9) VENTS REQUIRED no 181 P.T. POST ON 18" DIA. X 8" THICK CONC. FOOTING 241 P.T. POST ON 24" DIA. X 8" THICK CONC. FOOTING 301 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 4 BARS EACH WAY P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 4- # 4 BARS EACH WAY Q421 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ 5- # 4 BARS EACH WAY FOOTING SIZES BASED ON 1500 PST SOIL BEARING CAPACITY C110 W O x H a A z O Plan No: SB2603 Date: 3 -12 -12 �I v 2x ROOF FRAMING PLAN, SCALE : 1/4 "e I1 -0 CONT. DBL. TOP PLATE R -10 RI(SID INSULATION 9 EXTERIOR SIDE OF WALL ,'SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HrA=)F.R /I N5ULA71 ON Dr=iA I L NT5 -MA NF. CATHEDRAL TRISSE6 " 24' O.C. '-ANT SHELF AS PER MFG, SPECS. TYR APPLIANCE IN ATTIC NOTES: PER 2009 IMC 3063 4 2009 IRC MI305.13 I. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS - AGEWAY'LARGE ENOUGH TO ALLOW REMOVAL OF THE LARiE51T APPLIANCE, BUT NOT LESS THAN 30' HIGH AND 22' WIDE AND NOT LONGER THAN 20' LONG MEASURED ALONG TYRE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING; TO THE APPLIANCE. THE PA6 AGEUJAY SHALL HAVE CONTINUOUS SOLID FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE AT LEAST 30' DEEP 4 30' WIDE SHALL BE PRESENT ALONG ALL SIDBS OF THE APPLIANCE WHERE ACCESS IS REQUIRED. 2. PROvIDIE A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE FREQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE. 3. PROVIDIE 2-LAYERS 3/4' PLYWOOD ATOP MECH. PLATFORM PER TRUSS MFG. SPECS. USE R49 INSULATION UNDER PLATFORM. (I LAYEFR OF R -38 HIGH DENSITY (10 1147 t 1 LAYER R -11 (31/2') 4. NO AIR CONDITIONING TO BE INSTALLED AT ATTIC. S. PROVID€ GALVANIZED MTL. DRAIN PAN WITH 'WET SWITCH' FO PR DRAIN S EN ATION LINE FROM FURNACE TO EXTERIOR ROOF FRAMING NOTES: I. ALL HEADERS TO BE 48 DF'2 UNLESS NOTED OTWERWSE. HEADERS AT EXTERIOR WALLS N WARM WALLS TO BE INSULATED W/ R -10 RIGID INSULATION 2. ALL OTHER TRUSSES: SHALL CARRY MANUFACTURERS STAMP. ' SHALL HAVE DESIGN DETAILS AND SPEC - IFlCATIONS 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 BUILD IWG DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22x,30' PER IRC SEC 801.1 ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8806. ALL- FRAMMG TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO COFFORM TO IRC SECTION R602, TABLE R6023. 6. < REFER TO SHEAR WALL SCHED. rA W O x H a A z 0 Plan No: SB2603 Data 3 -12 -12 Ll NOTE- - BEARING OR EXTERIOR WALL ATTIC VENTILATION FASTENERS FOR TREATED NOTCH 25 %, BORING 40 %. PER IRC SECTION R806.2 THE NET FREE VENT AREA WOOD TO BE HOT- DIPPED - 60% BORING IF DOUBLED SHALL BE 1/300 OF THE AFZaA TO BE VENTED, GALVANIZED, STAINLESS LESS OR EQUAL SUCCESSIVE STUDS. WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAvE VENTS. THE STEEL, SILICONE, BRONZE - NON - BEARING MAXIMUM NOTCH BALANCE OF REQUIRED VENT AREA TO BE OR COPPER 40 %, BORING 60 %, PROVIDED AT EAVES LOS THAN 5/8 INHOLES TOO FACE ST D. rA W O x H a A z 0 Plan No: SB2603 Data 3 -12 -12 Ll MAIN FLOOR PLAN GARAGE: 614 SF. W O x H x �a A z x O Plsn No: SB2603 Date: 3 -12 -12 6 ROOD R,4M INCA PLAN, - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. 19 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTE: - ALL BEAMS AND HEADERS TO BE 4X8 OF #2 AT BEARING WALLS, U.N.O., 6' -0" MA APPLIANCE IN ATTIC NOTES: PER 2009 IMC 3063 4 2009 IRC M1305.13 I. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS- AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH AND 22' WIDE AND NOT LONGER THAN 20' LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE AT LEAST 30' DEEP 4 30' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. 2. PROVIDE A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE. 3. PROVIDE 2- LAYERS 3/4' PLYWOOD ATOP MECH. PLATFORM PER TRUSS MFG. SPECS. USE R49 INSULATION UNDER PLATFORM. 11 LAYER OF R -38 HIGH DENSITY (10 1/4') 4 1 LAYER R -11 (3 1/27 4. NO AIR CONDITIONING TO BE INSTALLED AT ATTIC. 5 PROVIDE CONDENIETDION LI FRIOM FU�ACE TO SWITCH' XTIOR 2x11 FR FOR DRAINAGE. FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MIST BE BOTH GLUED AND NAILED W/ 8d NAILS a 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. AL�L�HEA��DEERS TO BE 4x8 OF #2 UNLESS NOTED �O�EETADE�ERS AT EXTERIOR WALLS 2 WARM WALLS TO BE MATED W/ R -10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10-0'. S. FLOOR JOISTS SHOULD BE 8UP PORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. b, ® INDICATES PONT LOAD FROM ABOVE. 1. • MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OT14ERUISE S. a REFER TO SHEAR WALL SCHED. / - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN 0 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) ICIAL � - PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFF SCALE : 1/4 "= 1' -0" R -10 R161D INSULATION 9 EXTERIOR SIDE OF WALL (SHADED AREA) HEADER/ NSULA71 ON DETA I L NTS SCALE : ' /4 "= 1'-m" W O x H a x A z x O CIO Plen No: SB2603 Date: 3 -12 -12 C ENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 P5F (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 P5F (RESIDENTIAL) DEAD LOAD 10 P5F WIND BASIC WIND SPEED 65 MPH (3 SECOND GUST) EXPOSURE B, Iw = 1.0, K„ = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT- FRAMED WALLS) SITE CLA55: D SEISMIC DESIGN CATAGORY: D as = 1.5 -IBC FIGURE 16135(0 5ce = 1.0, le = 1.0, R =6.5 C, = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED 501L 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 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I' -6" BELOW OUTSIDE FINISHED GRADE. BACKFILL 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 Pc = 3,000 PSI WITH 55 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 4/2% !1.5 % BY VOLUME. MAXIMUM 51ZE OF AGGREGATE 15 1''/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 51TE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH A5TM SPECIFICATION A -615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'4" MINIMUM UNLE55 OTHERWISE SHOWN. PROVIDE ELBOW BAR5 (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 111/2" EXPOSED TO WEATHER OR EARTH IIi2" ("5 AND SMALLER) 2" (06 AND LARGER) FOOTING BARS 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF"2 OR BETTER POSTS HIM OR BETTER 2x FRAMING HF02 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 ZINC - COATED GALVANIZED STEEL OR STAINLESS 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 CUT WASHERS. MISCELLANEOUS HANGERS TO BE '51MP5ON' 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 AN51 /AITC STANDARD A80.1, 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 UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST 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 50LID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB 5TIFFENER5 PER MANUFACTURER'S DIRECTIONS. J015T HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. LAMINgTED VENEER LUMBER (LvL): LAMINAZED VENEER LUMBER (LVL) TO BE BY TRU55 JOIST WEYERHAEUSER (MICROLAM) OR APPROVED EQUIVALENT (Fb = 2,600 PSI, E = 1,900,000 P5U. MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN E5R -1381. BEARING LENGTH SHALL NOT BE LE55 THAN I' /A DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER, HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARIING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 46 DF2' WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LE55 AND TWO CRIPPLIES AND ONE STUD FOR OPENINGS MORE THAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PL/4N5 SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 9 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH Ibd 9 8" O.C. SHEA WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IIN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF ad 9 6" O.C. 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 ZING - COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL IEDGE5. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THIE HEADER INTERRUPTS THE TOP PLATE. USE '5IMP50N' MSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS WINDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. APPLY 1/4'' RATED SHEATHING (40/20) GLUED 4ND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. A4T ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.G. AT INTERIOFR SUPPORTS. APPLY 1 12" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTER* WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.G. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRU55E5: TRU55Ef3 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 TRUSS PLACEMENT PLAN AND TRUSS 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 FRAMIN6i40 -TRU65 AND TRU55 -TO -TRU66 CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. 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 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND 5EQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL VIERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND 51TE CONDITI(ON5 BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDFE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND 5TIFFENER5 HAVE BEEN INSTALLED, THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED IN5PECTION5. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS, THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR 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. slyE,4fR UJAL>_ scHEIDULE MURK MINIMUM SHEATHING (U SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4) 58 TI -11 ad a 6" O.C. 5 /8" 0 60" O.G. Qall = 230 PLF (V.> f OR 1 '/2" 055 1/1" CDX ad Q 4" O.C. Ne" ® 32" O.C. Qall = 350 PLF i— OR 055 tD SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 0 ALL WALLS DESIGNATED "[X>" ARE 51HEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH IRATED SHEATHING (2410) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE (NAILING AT TI -II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1. 2) IHOLDOWN5 AND OTHER FRAMING HARDWARE BY 51MP50N 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 1" INTO (CONCRETE. WASHERS TO BE 3" x 3" x 14" PER IBC SECTION 2308.128 AND OF HOT- DIPPED /-ZINC- COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DE51GN IN 4000RDANGE WITH IBC SECTION 2306.3. SUBFLOOR -2x BLOCKING J0I5T PER PLAN 5IMP5ON' AC CAP (ALT. 1x4 GUSSET EA SIDE w/ (6) ad ) 2' -0" 44 PT P05T I I (4x6 AT SPLICE) I SIMPSON' MAB ANCHOR IS" (ALT. A34 ANCHOR MIN. TWO SIDES) 12" 8" Vl FTG PER PLAN D MIN. " o a , FINISH GRADE " ' o . I I CONTINUOUS FTG. REINFORCEMENT %I'� FLOOR FRAMING AT CRAWL SPACE SLO SCALE: I" m I Jpl LSTA30 - HDR t SILL V STEM WALL �i a a ° A 2 MAX, 1' -0" MINIMUM ri'� STEPPED FOOTING DETAIL 51.0 SCALE: I" m 1' -0" SEE TYPICAL FLOOR FRAMING CONNECTION ALIGN LUN' EMBEDDED HOLDOWD FOR ITEMS IN COMMON, ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. 2 x 6 STUD e 16" O.C. USE DBL STUD s ENDS OF 5HEAR WALLS $ HOLDOWN5. rr SHEATHING 4 NAILING 2x NAILER AND PT SILL w/ 58 "4 PER PLAN. MATCH WALL ANCHOR BOLT d 3" x 3" x 14" ABOVE U.N.O. WASHER AT 5' -0" O.C. UN.O. I SIMPSON' STHD TYPE HOLDOWN PER PLAN. "4 BAR 0 10" O.C. - HORIZ. V 2' -0" FINISH GRADE 04LBAR e 16" O.C. - VERT, MAXIM[ I FINISH GRADE AN "4 BAR CONTINUOUS MINIMUM (TYR) 8" �8..� ' I' -4 CRIPPLE WALL UJITIH BACKPILL FOUNDATION Sl0 SCALE: I" , I' -0" COPYRIGHT 2012, SEGA ENGINEERS F- w W N 0 O w . -1 uiw U Q N N N V1 CD rrTT�, I� i d a w Y 7 a 0 U U s. y m 0 m a s c a A m s o a a w m 9 m o w U m I d m k m 0. p b N V w N N LLI i- 0 z 10-00 mor i— _--A A N II N� z Lu 0 10-00 mor RATED SHEATHING ad a 6" O.C. EXTERIOR SHEATHING PER '/2" RATED 5HEATHING w/ NOTE: PLAN OR SCHEDULE Ira" RATED SHEATHING ad a 4" O.G. 8d a 4" O.G. TO FRAMING TRUSS IT DEVELOP ly CAPACITY OF CONNECTOR W SIMPSON' HI FRAMING TRUSS PER PLAN [- ANCHOR EACH TRUSS. GABLE TEND TRUSS. SEE 2x BLOCKING wl Ibd 2x BLOCKING m� O ly ad 6 6" B.G. USE HIOA -2 AT DEL TRU55. MANUFACTURER'S DRAWINGS NAIL a 8" O.C. ui FOR OUTRIGGER L ER LOCATIONS. Q w w :" RATED SHEATHING 'SIMP50N' 435 a 48" O.C. U Q N RAFTER OR TRUSS PER PLAN N n T TRUSS PER PLAN (16" O.C. a SIM) 2x VENTED BLOCKING. DBL 2x TOP PLATE. LAP 'SIMP50N' CONNECTOR END NAIL TO TRU55 a SPLICE 4' -0"' MIN. 8 NAIL w/ 2x BRACE PER TRUSS SUPPLIER PER PLAN. DBL 2x TOP PLATE. LAP OR a 48" O.C. SECURE w/ EACH END w/ (2) 8d. SPLICE 4' -0" MIN. e NAIL 16d a 6" 0.~, STAGGERED. SIMPSON' A34 EACH END. LL/ Ibd a 6" O.C. STAGGERED 2x STUD PER PLAN SHE SHEATHING AND NAILING 2x STUD (NOT 51M) PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN, SHEATHING e NAILING � I a (BEAM AT SIM) PER IPLAN OR SHEAR I " WALL SCNEDULE.L DBL 2x TOP PLATE. (BEAM Ai 51M,) ° ao $ w w i!1 TYPICAL ROOF FRAMING CONNECTION lr2_,� ROOF FRAMING Q GABLE END rE� LOWER ROOF FRAMING SHEAR WALL %4 DRAG STRUT CONNECTION a 52.0 SCALE: P' = I' -0" 2.0 5 SCALE: I" = I' -0" 520 SCALE: I" . I' -0" S2ID SCALE: I" = I' -0" NOTE: DBL 2x TOP PLATE a o SHEATHING e NAILING PER SOLE PLATE NAILING. O SEE ARCH FOR FLASHING o m PLAN OR SCHEDULE. USE 16d a 16" O.C. MIN. m REQUIREMENTS. SIMiPSON' HOLDOWN 8d a 4" O.C. ad 9 4" O.G, 51fRAP PER PLAN SOLID RIM JOIST HDR PER PLAN. ---- ---- - -- --- --- -- ---------------------- ------ --- .. -. -- -- --- - - - - --i---- - - ---- x 34" SUBFLOOR - - - - - -- -- - - - - -i - - - - -- r�4 3) 8d JOIST -TO -TOP 2x JOIST PER PLAN 2x BLOCKING w/ A35 yL,� ROOF SHEATHING �J y PLATE U.N.O. MAINTAIN 6 FRAMING ANCHOR AT ------------ ..... -- .....{{1 c PER PLAN 2x BLOCKING MIN. Ilia" END DISTANCE. FR' O.G. 10 70P PLATE. m SHEATHING 8 NAIILING PER PLAN. SPLICE TO OCCUIR ON COMMMON a c MEMBEfR OR BLOCKING i v 2x STUD '14" SUBFLOOR TRIMMER STUDS) w a R OR R PLAN 2x aTUDS PER PLAN. SHEATHING 8 NAILING PER (BEAM AT SIM.) JOIST PER PLAN PLAN OR SCHEDULE. KING STUD '12" RATED SHEATHING e 2x DBL TOP PLATE. LAP NAILING PER SCHEDULE, 2x NAILER OR TRUSS SPLICE 4' -0" MIN. e NAIL 2x FRAMING PER PLAN. w/ 16d a 8" D.C. w/ 16d a 6" O.G. STAGGERED. (BEAM AT SIM.) i LSTA STRAP PER PLAN. CENTER ON TRIMMER 5 ROOF FRAMING SHEAR WALL �iYPICAL FLOOR FRAMING CONNECTION FRAMING AT INTERIOR SHEAR WALL OR KING STUD. 52.0 SCALE: I" = I' -0" 52.0 SCALE: v = 1' -0" (TYP) 2x SILL PLATE I 3x BLOCKING (TYP) --- -- -- - --- 6d a 8" O.G. SOLE 112" RATED SHEATHING 6d a S" O.C. SOLE PLATE NAILING. - -- —� -� 8 NAILING PER PLAN. PLATE NAILING, Sd a 6" O.G. 2x RIM J015T 3 slSTRAP PER PLAN a suEFLOOR a SHEAR WALL FORGE TRANSFER DETAIL 3a" SUBFLOOR STRAP PER PLAN bd o 8" O.G. SOLE SOLID RIM JOIST SHEATHING 8 NAILING—/ SHEATHING 8 NAILING PLATE NAILING. 52.0 SCALE: I" PER PLAN PER PLAN OR I SCHEDULE LSTA24 STRAP JOIST PER PLAN (l1SE DBL BEAM PER PLAN w/ (FAR SIDE) 6" SIMPSON' HOLPLA w/ HU6C28 -2 a HQ SIMPSON' HOEDOWN a" FILLER(6) MINIMUM PER PLAN FBEAM T PER PLAN LDOW9N1 PER PLAN 2x TOP PLATE �x BLOCKING w/ A35 HDR PER PLAN. NAIL SHEATHING TO HDR FRAMING ANCHOR To w/ ad a 3" O.C, EACH WAY. TOP PLATE. ...... . FASTEN TOP PLATE TO HEADER 1 PER P LAN. 2x STUD PER PLAN. w/ (2) ROWS 16d AT 3" O.C. (BEAM AT SIM) i-- - - _- _- _- SHEAR WALL FRAMING AT BEAM m _FLOOR FRAMING a CANT. JOIST n SHEAR WALL FRAMING AT FLU5H BEAM (2) 2x siups (rYP.) 52.0 SCALE: I" = I' -0" 52.0 SCALE: I" - I' -0" 52.0 SCALE: 4x BLOCKING a MIDDLE 0' -0" 24" IF REQUIRED, bd a 16" O.C. SOLE -,- 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. MAXIMUM (2) 2x STUD a END° OF SHEAR Z WALLS e HOLDOWNS. SEE SHEAR 3A" SHEATHING SHEATHING 8 NAILING PER 2x STUD PER PLAN. USE DBL 11 I 1/2" RATED SHEATHING (2410 EXP 1). RATED SHEATHING WALL SCHEDULE FOfR 3x JIN PLAN OR SCHEDULE STUD AT END OF SHEAR WALLS NAIL w/ (2) ROWS 8d a 3" O.C. AT PER PLAN SHEATHING 8 NAI ANCHOR BOLT w/ 3 "x3 "x l4" WASHER, e HOLDOWN5. SEE SHEAR WALL PANEL EDGES, SEE SCHEDULE FOR 51ZE AND SPACING, 2x PT SILL w/ ANCHOR BOLT SCHEDULE FOR 3x STUDS. PER P USE e' 0 AT 60 O.C. U.N.O. E 3" x 3" x q WASHER PER ad a 6" O.C. s, : PLAN OR SCHEDULE. USE �: (2) 2x PLATE. MAIL VENTED BLOCKING. END -NAIL 2x Pi SILL 4 SLAB ON GRADE OVER 5HT'G TO EA PLATE) \ \\ 5 'm a 60" O.C. MIN. MIN, 6 MIL VAPOR BARRIER EACH END TO RAFTER w/ e' 2 MAX. AR - HORIZ. TOP OF STEM 2) ad NAIL. 6" MIN. 6" MIN. ELEv. VARIES �y FINISH GRADE OR 2 MAX. eA SIMP50N' HOEDOWN PER PLAN. SIMPSON' HOEDOWN PER 2x PT SILL x qr� - -� SLAB ON GRADE r "4 BAR a 24" O.C. - VERT. 51MPSON' HOLDOUN 04 BAR - HORIZ. PLAN, USE 5THDI4 UNO. (2) %11m ANCHOR BOLT w/ MIN. 2x RAFTER PER PLAN 4wBAR a 24" O.G. - VERTICAL GALVANIZED 5HEAT14ING e NAILING N' HI I� 6" r11N PER PLAN 7 6" MIN. a " I M1 U E fE U PLAN. x 3 x a SIMPSO 2' -6" MAX. PER PLAN OR SCHEDULE.L DBL 2x TOP PLATE. LAP "4 BAR CONTINUOU S d N. 8 THICK STEM WALL w/ A44 SPLICE 81' MIN. e NAIL "4 BAR HORIZ. TOP 8 BOTTOM. N r— i wl Ibd a 8" O.G. STAGGERED 8„ z PORTAL FRAME PANEL 84 "4 BAR CONT. 52.0 SCALE: I" : I' -0" 52'0 SCALE: NONE 4 52 e& 13 ROOF FRAMING � RAFTER 14 FOUNDATION AT CRAWL SPACE U FOUNDATION A7 SLAB ON GRADE Szm SCALE: ry = r -0" 52.0 SCALE: I" : r -m° COPYRIGHT 2012, SEGA ENGINEERS JOB 12 -034