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8321 PlanNORTHWEST NOME DESIGNING, INC. CONSTRUCTION D NT LICENSE I. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT O THQ BUILDING FEE, WHICH 15 PART OF THE PRICE YOU PAID FOR THIS PRODUCT, NORTHWEST HOME DESIGNING, Ni AS LICENSOR GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT O USE FOR THE PURPOSE OF: CONi ONE STRICTURE FROM THESE DOCUMENTS. NHD RESERVES ALL RGHTS NOT EXPRESSLY GRANTED TO THE LICENSEE, 2. OWERSHIP OF TECHNICAL DRAWINGS: NHD RETAINS THE TITLE 11 USC RIGHTS AND OWNERSHIP OF THESE CONSTRICTION DOCUMENTS MID ALL SUBSEQUENT COPIES OF THE •WORK•, REGARDLESS OF THE FORM OF THE ORIGINAL AND /OR OTHER COPIES. THIS 15 NOT A SALE OF ORIGNAL DOCUMENTS WHATSOEVER 3. COPY RESTRIOTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS AR= COPYRIGHTED. UNAUTHORIZED COPYING OF THESE DOCUMi IS EXPRESSLY FORBIDDEN YOU MAY BE HELD LEGALLY RE51FON6IBLE FOR ANY COPYRIGHT INFRINGEMENT THAT IS CAUSED OR ENCOURAGED BY YOUR FAILURE TO ABIDE BY THE TERMS OF THIS AGREEMENT. 4. TRANSFER RESTRICTIONS THESE TECHNICAL DRAWINGS ARE LICENSED TO YOU ONLY, AND MAY NOT BE TR445ERED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HOME DESIGNING; INC- IN NO EVENT MAY YOU TRANSFER A %IGN, RENT, LEASE SELL OR OTHERWISE DISPOSE OF THESE CONSTRCTION DOCUMENTS. 5. MISCELLANEO'J5: THIS AGREEMENT 15 GOVERNED BY THE LAWNS OF THE STATE OF WASHINGTON. NEITHER NHD NOR ANYONE ELSE WHO IS INVOLVED IN THE CRE,4TION, PRODUCTION, OR DELIVERY O THI5 PRODUCT SHALL BE LIABLE FOR ANY DIRECT OR INDIRECT CONSEQUENTIAL, OR INCIDENTAL DAMAGES. VIOLATION OF THE TERMS OF THIS AGREEMENT ARE SUBJECT TO A MINIMUM FIFTY THOUSAND (f50Q00.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUESTIONS CONCEIRNNG THIS AGREEMENT, OR IF YO'J DESIRE TO CONTACT NHD FOR ANY REASON, PLEASE WRITE US AT: NHD MARKETING DIVISION: 4924 109TH ST, SIW., LAKEWOOD, WA 98499 OR CALL (253) 5844309. IMPORTANT NOTICE: THE PLAN YOU ARE RECEIVING 15 DESIGNED TO BE SOLD THROUGHOUT MANY JURISDICTIONS AND BUILDING CODES WHICH ARE FOUND IN THE UNITED STATES. AS THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, THESE PLANS WERE DESIGNED TO THE INTERNATIONAL FESIDENTIAL CODE AND RELATED NATIONAL ORDINANCES ONLY, AID MAY NOT COMPLY WITH SPEOFIC JURISDICTIONAL CODES AND SPECIFICATIONS! THEY WILL BE SUBJECT TO CHANGE AND VARYING INTERPRETATIONS. THE PURCHASER MUST ENSURE THAT THE PLANS COMPLY WITH ALL LOCAL, AS WELL AS NATIONAL BUILDING CODES AND REQUIREMENTS, WHICH ARE APPLICABLE FOR THE SPECIFIC BITE AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE BEGINNING CONSTRCTIONI, nRCHASER MUST HAVE BANS REVIEWED BY A LICENSED STRICTURAL ENGINEER WHO WILL PFeOVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND DATA ( NCLUDING 1415 OR HER LICENSEE 'SIAM -) WHICH WILL BE SUBMITTED (WHERE REWIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING OFFICIALS. FAILURE TO DO THIS RENDERS THESE DOCUMENTS LEGALLY INVALID AND ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE DAMAGES. AFFROVED PLANS: IRO 10631 APPROVAL O CONSTRICTION DOCUMENTS. WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A STAMP WHIC44 STATES 'REVIEWED FOR CODE COMPLIANCE.' ONE SET OF CONSTRUCTION DOCUMENTS 50 REVIEWED SHALL BE RETAINED By THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WOW AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: IRO 8315.1 ADDRESS NUMBERS. BUILDINGS SHALL HAVE APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR BROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH (121 MMI. WHERE ACCESS IS BY MEANS O A F�RIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 2009 IRO WHOLE HOUSE VENTILATION OPTIONS FOR WHOLE HOUSE VENTILATION RATES (CM) AND CALCULATIONS SEE TABLE M15002 4 SECTION M15053. IRC M1508.4 - INTERMITTENT WHOLE HOUSE VENTING USING EXHAUST FANS WHOLE HOUSE FANS LOCATED 4 FEET OR LE55 FROM THE INTERIOR GRILL SHALL HAVE A 50NE RATING OF 1.0 OR LE55. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THHE BUILDING OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM. IRC M1506S - INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR SYSTEM SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION "BOSS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM TIHRCUGH THE FORGED -AIR SYSTEM DUCTS. OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEfENY ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM, OUTDOOR INLET DUCT 514ALL CONNECT UPSTREAM OF THE BLOWER THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. FLOW RATE SHALL BE FIELD - TESTED. IRCI5088 - INTERMITTENT WHOLE HOUSE VENTILATION LIVING A SUPPLY FAN SUPPLY FAN SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS OR THROUGH DEDICATED DUCTS TO EACH HABITABLE ROOM. THE OUTDOOR SHALL BE FILTERED BEFORE IT IS DELIVERED. AN OUTDOOR INLET SHALL BE CONNECTED TO EITHER THE SUPPLY OR RETURN AIR SYSTEM. SYSTEM SHALL HAVE A BACK -DRAFT DAMPER AND PROPERLY CALIBRATED. IRC 1508.1 - INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM ALL DUCTWORK SHALL BE SIZED AND INSTALLED PER MANUFAGTUR'sR'S SPECS. MUST MEET FLOW RATINGS PER ME081 AND HAVE FILTER ON THE UPSTREAM SIDE. OUTDOOR INLETS SHALL BE SCREENED AND PROPERLY LOCATED. ALL SUPPLY DUCTS MIN THE CONDITIONED SPACE UPSTREAM OF THE HEAT EXCHANGER SHALL BE INSULATED TO R -4. ALL SYSTEMS - THE WHOLE HORSE VENTILATION FAN SHALL BE (CONTROLLED BY A 24 -HOUR CLOCK TIMER WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL. SET TO OPERATE e HOURS A DAY 4 LABELED. GROUNDED OUTLETS: ALL RECEPTACLES SHALL BE GRCaUNNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATHS SHALL BE INSTALLED ABOVE TH4E WORK Top. OTHER RECEPTACLES SHALL BE INSTALLED AT 12' VERTICALLY ABOVE THE FL(DOR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WALL SWITCHES: WALL SWITCHES SHALL BE INSTALLED 42' ABOVE THE FLOOR, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. APPLIANCE LOCATIONS: MI305.1 APPLIANCE ACCESS POD INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SHALL BE ACCESSIBLE FOR Ni I SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE (1( 2 MM BY 162 MM) SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOMHEATERS SHALL BE PERMITTED WITH AT LEAST AN 18 -INCH (451 MM) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM APPLIANCES LOCATED IN GARAGE: M13013 ELEVATION OF IGNITION SOURCE. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS Not LESS THAN IB INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS SECTION, ROOMS OR SPACES THAT ARE NOT PART O THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE, M13013J PROTECTION FROM IMPACT. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: MI5023 DUCT TERMINATION EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION Ni I IF THE MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION LOCATION, THE EXHAUST DUCT SHALL TERMINATE NOT LE66 THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502A.4.1 THE MAXIMUM LENGTH O THE EXHAUST DUCT SHALL BE 25 FEET (1620 MMkROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. DUCT LENGTH MUST BE REDUCED BY 25 FOR 45' BEND 4 5FT FOR 90' BEND FOR A 4' EXHAUST PIPE RANGE HOOD: M15051 GENERAL DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.0151 -I1 (03950 MM) (NO. 25 GAUGE) WITH 114 INCH (6.4 MM) CLEARANCE BETWEEN THE HOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF AT LEAST 24 INCHES (610 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SURFACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD SHALL BE AT LEAST AS WIDE AS THE BROILER (UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT D41FER OR OTHER MEANS TO CONTROL INFILTRATION/EXFILTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING AN INTEGRAL EXHAUST SYSTEM, AND L15TED AND LABELED FOR USE WITHOUT AN EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD. EXHAUST DUCTING: M1503.1 GENERAL. RANGE HOODS SHALL D15GHARGE TO THE OUTDOORS THROUGH A SINGLE -WALL DUCT. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER DUCTS SERVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAS INSIDE THE BUILDING. HEATING: IRC R3038 EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MIN ROOM TEMPERATURE OF 68' F AT A POINT Y ABOVE THE FLOOR AND T FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. HEATING TYPE: HEATING TYPE AND FUEL SHALL BE SELECTED BY THE OWNER ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AI APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. ALL HEATING DUCTS WITHIN UNCONDITIONED SPACES SHALL BE INSULATED TO R -e. DUCTS INSTALLED UNDER SLABS SHALL BE INSULATED TO R -5. VENTILATION DUCTS: ALL DI1OT5 SHALL TERMINATE OUTSIDE THE BUILDING. FAN DUCTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS MID SHALL BE INSULATED TO A MIN. O R -4 IN AN UNCONDITIONED SPACE. PIPE INSULATION: WSEC 503.11 PIPE INSULATION: ALL PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE TO R -4 FOR HOT 4 1 FOR COLD. 016TRIBITION: WHERE OUTDOOR AIR SUPPLIES (WINDOW OR WALL PORTS) ARE SEPARATED FROM FAN LOCATIONS BY DOORS, ADEQUATE AIR FLOW SHALL BE ENSURED BY UNDER CUTTING DOORS OR NSTALLING GRILLS OR TRANSOMS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF I/2' ABOVE THE SURFACE OF THE FINISHED FLOOR COVERING SPACE HEATING TYPE: (WAG 51 -11 -1302) FOR THE FUW05E OF DETERMINING BUILDING ENVELOPE REQUIREMENTS, THE FOLLOWING TWO CATEGORIES COFPRISE ALL SPACE HEATING TYPES: ELECTRIC RESISTANCE: SPACE HEATING SYSTEMS WHICH USE ELECTRIC RESISTANCE ELEMENTS AS THE PRIMARY HEATING SYSTEMS INCLUDING BASEBOARD, RADIANT, AND FORGED AIR UNITS WHERE THE TOTAL ELECTRIC RE515TANCE HEAT CAPACITY EXCEEDS ONE WATT PER SQUARE FOOT OF THE GROSS CONDITIONED FLOOR AREA. EXCEPTION: HEAT PUMPS AND TERMINAL ELECTRIC RESISTANCE HEATING IN VARIABLE AIR VOLUME DISTRIBUTION SYSTEMS. OTHER ALL OTHER SPACE HEATING SYSTEMS INCLUDING GAS, 50LID FUEL, OIL, AND PROPANE SPACE HEATING SYSTEMS AND THOSE SYSTEMS LISTED IN THE EXCEPTION TO ELECTRIC RESISTANCE PACKAGED ELECTRIC HEATING AND COOLING EQUIPMENT: FOR EQUIPMENT WHICH PROVIDES BOTH HEATING AND COOLING IN ONE PACKAGE UNIT, INCLUDING HEAT PUMPS WITH ELECTRIC HEAVING AND COOLING AND GAS -PACK UNITS WITH GAS HEATING AND ELECTRIC COOLING, COMPLIANCE NEED ONLY BE DEMONSTRATED FOR THE LARGER O THE SPACE HEATING OR SPACE COOLING LOAD FOR THE SELECTED SYSTEM SIZE. (U)5EC 50311 EXCEPTION Il TEMPERATURE CONTROLS: WSEC 5038.1 THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DUELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION O TEMPERATURE. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERODS PER DAY. EACH ADDITIONAL SYSTEM PROVIDED WITHIN A DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE ADJUSTABLE THERMOSTAT FOR THE REGULATION O TEMPERATURE. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAYSALEEKENDS). INDOOR DESIGN TEMPERATURE: INDOOR DESIGN TEMPERATURE SHALL BE 10' FOR HEATING AND 18' FOR COOLING. NEBO 3021.) DAMPERS: OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS SERVING CONDITIONED SPACES SHALL BE EQUIPPED WITH MOTORIZED DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS SHUT OFF OR UPON POWER FAILURE. (WAG 51 -II- 1412.4.1) EXCEFTIONS: I. SYSTEMS WHICH REQUIRE CONTINUOUS OPERATION. 2. COMBUSTION AIR INTAKES. 3. GRAVITY (NON - MOTORIZED) RELIEF DAMPERS APE ACCEPTABLE IN EQUIPMENT WITH LE55 THAN 5,000 CRM TOTAL SUPPLY FLOW WHEN IN BUILDINGS LE55 THAN THREE STORIES IN HEIGHT. 4. TYPE I GREASE HOODS EXHAUST. FIREBLOCKING: 8902.11 PREBLO;KING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCK,NG SHALL BE PROVIDED TO CUT OF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING RIRs^ED SPACES AND PARALLEL ROWS O STUDS OR STAGGERED STUDS, AS FOLLOW5: I.I VERTICALLY AT THE CEILING AND FLOOR LEVELS. 11. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 1 IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RIIK ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLARE AND PRODUCTS O COMBUSTION THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. S. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003J9, 6. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DUELLING UNIT SEPARATION ' FILE ti 0 m 0 00 ■ 0o S � Z" Lf) N n Zo) CD ZCD M oo E U WNW cu 0- Lu O = Z o IA O uj W Y x F U) I� OW w Zu) F- O r N It 1 1 1 of 1 1 I��I NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/or (attached) documents 7 r I .d 6`. m 0 � 7 m m I S.V. TYP. 5.v. TYP. 34' -6" // FOUNDATION 4 FLOOR FRAMING PLAN VAPOR BARRIER IN CRAWL-5PACE: A GROUND COVER OF 6 MIL BLACK ON SITE AND AVAILABLE TO INSPECTOR N THICK • _ III _ THICKENED • . POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. •• ` THE GROUND COVER SHALL BE OVERLAPPED 12' MIN. AT THE JOINTS AND FIBERGLASS BATTS (ON INTERIOR SIDE OF y SHALL EXTEND TO THE FOUNDATION WALL. O `� EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF I THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIR THICKNESS OF 3 -1/2'. 00 (LL5EC 502.Ib.1) a 00 SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, U ^ THE LOAD - BEARING VALUES IN TABLE R401.4.1 SHALL BE C'/i STUB '4 BARS OUT 18' INTO SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE z N CONC. 9 24' O.C. - TYP. BOTTOM SURFACE OF FOOTINGS 8HALL NOT HAVE A 5LOPE EXCEEDING I � ® ALL SLABS UNIT VERTICAL IN 1011NIT5 HORIZONTAL. (10% SLOPE). ON n EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE IMIM PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK. VERIFY METHOD WITH LOCAL JURISDICTION, LL. 'awl DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO _ I', O 6x6 VED AST CONVEYANCE OR OTHER APPROVED POINT 6 STORM SEWER COVES i M POST 9 � M TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET. , w 4 NNN v FOUNDATION WALL SIZE: IR404.I52 CONCRETE WALL THICKNESS. THE CO E THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR 0 O g y GREATER THAN THE THICIKNE55 OF THE WALL IN THE STORY ABOVE. �_. ... ••- • . • •_ - __ FOUNDATION ANCHOR BOLT& WOOD SOLE PLATES AT ALL EXTERIOR WALLS W Lo W ON MONOLITHIC SLABS, WOOD SOLE PLATES CF BRACED WALL PANELS AT C _III BUILDING INTERIORS ON MONOLITHIC 5LA55 AND ALL WOOD SILL PLATES Q N. (6 ■_ ,'I J a '__ INCH (12.1 MM) IN DIAMETER AND SHALL EXTEND A MINIMUM OF T INCHES (118 • 5A MM) INTO CGNI OR ,GROUTED CELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE CO SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305MM) OR LESS THAN SEVEN BOLT DIAMETERS. FROM EACH END OF THE PLATE SECTION. o Q Q GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R311,1(4) ENDS OF > > WOOD GIRDERS ENTERIC CONCRETE OR MASONRY WALLS SHALL BE _ Z cv PROVIDED WITH A 1/2' AIR5PACE ON TOPS, SIDES AND ENDS UNLESS Q ��- ■I� r � �_ III FOUNDATION: CHIMNEYS: R10032 FOOTINGS FOR MASONRY CHIMNEYS SHALL O BE CONSTRUCTED OF CONNOTE OR SOLID MASONRY AT LEAST 12 INCHES rl��c as W SHALL BE FOUNDED ON n4ATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTIH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE AT L-EA5T 12 INCHES (305 MM) BELOW FINISHED GRADE. Y Q SLAB ON GRADE 4' CONIC. SLAB ON EEii1l p SPECIFIED COMPRESSIVE 5TRENGTH AS SHOWN IN TABLE R4022. CONCRETE SUBJECT TO UEATHERING, SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE 0 R4022. UNLESS NOTED OTTHERWISE BY THE ENGINEER OF RECORD ON THEIR 5- 5HEET5. `r FILL: FILL UNDER GR7UM7-5UPPORTED SLABS SHALL BE A MINIMUM OF 4' O W COMPACTED SAND OR GRAVEL. W SEISMIC REINFORCING: RA0313 SEISMIC REINFORCING, CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES 00, DI AND D2, AS ESTABLISHED IN TABLE R3012(V, $HALL HAVE MINIMUM REINFORCEMENT. BOTTOM (n REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES DO, DI AND D2 "RE A CONSTRICTION JOINT IS CREATED BETWEEN A CONCRETE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO.4 BAR SHALL 0) BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE O =- •••- •- Ir VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE . CONCRETE -!-rkOVEID . x . POST BOTTOM OF THE FOOTING„ HAVE A 5TAIDARD HOOK AND EXTEND A MINIMUM OF 14 INCHES (391 MM) INTO THE STEM WALL. ry FOUNDATION FOOTING DEPTH; IRC R403.1.4 ALL EXTERIOR FOOTINGS SHALL // FOUNDATION 4 FLOOR FRAMING PLAN © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE: 1/4 "= 11 -011 FOUNDATION VENTIL4TION PROVID$ CRAWL SPACE VENTILATION AS PER IRG (1,015 Sql. Ft. x I /150 = 1.2 Sq. Ft. VENT AREA REQ'D NOTE : CONCRETE BATCH TICKETS SHALL BE VAPOR BARRIER IN CRAWL-5PACE: A GROUND COVER OF 6 MIL BLACK ON SITE AND AVAILABLE TO INSPECTOR N 0 POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. C) ALL INSUILATION (EXCEPT 15LOUN -IN CEILING) SHALL BE CLASS II KRAFT FACED THE GROUND COVER SHALL BE OVERLAPPED 12' MIN. AT THE JOINTS AND FIBERGLASS BATTS (ON INTERIOR SIDE OF y SHALL EXTEND TO THE FOUNDATION WALL. O `� EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF I THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIR THICKNESS OF 3 -1/2'. 00 (LL5EC 502.Ib.1) a 00 SOILS: IRC 8401.4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, U ^ THE LOAD - BEARING VALUES IN TABLE R401.4.1 SHALL BE C'/i STUB '4 BARS OUT 18' INTO SLOPE: IRC R403.15 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE z N CONC. 9 24' O.C. - TYP. BOTTOM SURFACE OF FOOTINGS 8HALL NOT HAVE A 5LOPE EXCEEDING I � ® ALL SLABS UNIT VERTICAL IN 1011NIT5 HORIZONTAL. (10% SLOPE). n EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK. VERIFY METHOD WITH LOCAL JURISDICTION, LL. �p DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO _ I', A 6x6 VED AST CONVEYANCE OR OTHER APPROVED POINT 6 STORM SEWER COVES 0 M POST BASE PER ENO, COLLECTION SO AS TO NOT GATE A HAZARD. LOTS SHALL BE GRADED � M TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET. , w 4 v FOUNDATION WALL SIZE: IR404.I52 CONCRETE WALL THICKNESS. THE CO E THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR 0 O g y GREATER THAN THE THICIKNE55 OF THE WALL IN THE STORY ABOVE. p' ^ U TMP" FOUNDATION ANCHOR BOLT& WOOD SOLE PLATES AT ALL EXTERIOR WALLS W Lo W ON MONOLITHIC SLABS, WOOD SOLE PLATES CF BRACED WALL PANELS AT C BUILDING INTERIORS ON MONOLITHIC 5LA55 AND ALL WOOD SILL PLATES Q N. (6 SHALL BE ANCHORED TO THE FOUNDATION WITH MCHOR BOLTS SPACED A a MAXIMUM OF 6 FEET (182°] MM) ON CENTER BOLTS SHALL BE AT LEAST IR INCH (12.1 MM) IN DIAMETER AND SHALL EXTEND A MINIMUM OF T INCHES (118 MM) INTO CGNI OR ,GROUTED CELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE CO SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305MM) OR LESS THAN SEVEN BOLT DIAMETERS. FROM EACH END OF THE PLATE SECTION. o Q Q GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R311,1(4) ENDS OF > > WOOD GIRDERS ENTERIC CONCRETE OR MASONRY WALLS SHALL BE _ Z cv PROVIDED WITH A 1/2' AIR5PACE ON TOPS, SIDES AND ENDS UNLESS Q NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD 15 USED. O FOUNDATION: CHIMNEYS: R10032 FOOTINGS FOR MASONRY CHIMNEYS SHALL O BE CONSTRUCTED OF CONNOTE OR SOLID MASONRY AT LEAST 12 INCHES (305 MM) THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM) BEYOND THE FACE OF THE FOUNDATION OR SUPPORT WALL ON ALL SIDES, FOOTINGS W SHALL BE FOUNDED ON n4ATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTIH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE AT L-EA5T 12 INCHES (305 MM) BELOW FINISHED GRADE. Y Q CONCRETE STREWTH: URIC R4022 CONCRETE SHALL HAVE A MINIMUM J SPECIFIED COMPRESSIVE 5TRENGTH AS SHOWN IN TABLE R4022. CONCRETE SUBJECT TO UEATHERING, SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE 0 R4022. UNLESS NOTED OTTHERWISE BY THE ENGINEER OF RECORD ON THEIR 5- 5HEET5. `r FILL: FILL UNDER GR7UM7-5UPPORTED SLABS SHALL BE A MINIMUM OF 4' O W COMPACTED SAND OR GRAVEL. W SEISMIC REINFORCING: RA0313 SEISMIC REINFORCING, CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES 00, DI AND D2, AS ESTABLISHED IN TABLE R3012(V, $HALL HAVE MINIMUM REINFORCEMENT. BOTTOM (n REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (16 MM) CLEAR FROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES DO, DI AND D2 "RE A CONSTRICTION JOINT IS CREATED BETWEEN A CONCRETE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO.4 BAR SHALL 0) BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE O VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE BOTTOM OF THE FOOTING„ HAVE A 5TAIDARD HOOK AND EXTEND A MINIMUM OF 14 INCHES (391 MM) INTO THE STEM WALL. ry FOUNDATION FOOTING DEPTH; IRC R403.1.4 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND SURFACE. UNERE APPLICABLE, THE DEPT4 OF FOOTINGS SHALL ALSO CONFORM WITH FROST AND SEISMIC CONDITIONS. R403.1.4.1 - R4031.42 HE NED 0 FOUNDATION FOOTING 51ZE: R403.0 MINIMUM SIZES FOR CONCRETE AND -_ MASONRY FOOTINGS SHAILL BE AS SET FORTH IN TABLE R403.1 AND FIGURE R403YU. THE FOOTING WIDTH, 'W', SHALL BE BASED ON THE LOAD - BEARING DRAWN BY VALUE OF THE 50IL IN ACCORDANCE WITH TABLE R401.4.1. 5F9EAD FOOTINGS SHALL BE AT L-EA5T 6 INCHES (152 MM) IN THICKNESS, 'T' FOOTNG R.E.S. FROJECTIONS, 7', SHALL BE AT LEAST 2 INCHES (50MM) AND SHALL NOT EXCEED THE THICKNESS iO THE FOOTING. THE SIZE OF FOOTINGS DE I N SUPPORTING PIERS AID ,COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4.1. g 321 ` FOUNDATION WALL DAMP- PROOFNG: R406.1 CONCRETE AND MASONRY FOUNDATION DAMP - PROOFING. EXCEPT WHERE REQUIRED BY SECTION R4062 TO BE WATER PROOFED, FOUNDATION WALLS THAT RETAIN EARTH THEE NNUMBE AND ENCLOSED 1NTER10Fe SPACES AID FLOORS BELOW GRADE SHALL BE DAMP - PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE � 1 1 OF 8 © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE: 1/4 "= 11 -011 FOUNDATION VENTIL4TION PROVID$ CRAWL SPACE VENTILATION AS PER IRG (1,015 Sql. Ft. x I /150 = 1.2 Sq. Ft. VENT AREA REQ'D NOTE : CONCRETE BATCH TICKETS SHALL BE ON SITE AND AVAILABLE TO INSPECTOR N 0 UNDER FILOOR IN5PECTION. ALL INSUILATION (EXCEPT 15LOUN -IN CEILING) SHALL BE CLASS II KRAFT FACED i,... FIBERGLASS BATTS (ON INTERIOR SIDE OF y FRAME) TER IRO SECT. 6013 `� AREA SUMMARY' FIRST FLOOR ... 1,018 5F. SECOND FLOOR _ 9&"35F_ TOTAL _ 2,061 SF. COV'D PORCH 4 PATIO _ 61 S.F. GARAGE _ 381 SF. 3 CAR GARAGE OPTION ._ 639 SF. GLA55 AREA _ 346 SF. GLAZING PERCENTAGE (GL / FL) _ 16.1 0 w /BONUS RI 1. OPTION FIRST FLOOR ... 1,018 SF- SECOND FLOOR _ 1,359 SF. TOTAL _ 2,431 SF. COV'D PORCH 4 PATIO ... 61 S.F. GARAGE _ 361 6F- 3 CAR GARAGE OPTION _ 639 5F. GLASS AREA _ 346 S.F. GLAZING PERCENTAGE (GL / FL) _ 16.1 0 34' -0' p O 9 10'-101/2' 1, 5' -0' 8' -11/2' 8' -4 I/2' 0' -0' 5' -� I/2' 4' -9 I/4 2 3/4" II' -3' 4' -3' 11191550 EIRF FLOOR PLAN © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE : 1/411= I' -011 0 Ri M150131 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING 5OURCE SPECIFIC VENTILATION SHALL HAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 50 OEM AT 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOM5 AND 100 OPM AT 025 INCHES WATER GAUGE FOR KITCHENS, MANIFAcSURER5' FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 0945) OR AMCA 210, M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDI5TAT5, TIMERS, PR OTHER APPROVED MEANS. SOURCE 5PECIFIC VENTILATION SYSTEM OOMTROL6 SHALL BE READILY ACCESSIBLE. 6 x 6 POST w/ Ix WRAP 150133 SOURCE SFEOFIC VENTILATION DUCTS. SOURCE SPECIFIC 5/4 x B TRIM ,TOP 4 BOILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING, EXHAUST DUC75 SHALL BE EGNIFPPED WITH BACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED 5PACE5 SHALL BE INSULATED TO A MINIMUM OF R -4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK, TERMINAL ELEMENTS FOR EXHAUST FAN DUCT 5Y5TEM5 SHALL BE 5CREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. MINIMUM 50% NET FREE AREA SHALL :D MEET THE REQUIREMENT9 OF R3035. M DUCT WORC: SEALING: WSEC 503103 ALL DUCT5, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M16013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 6033 OF THE INTERNATIONAL MECHANICAL CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAT THE DUCTS ARE SEALED. A SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS SHALL BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY BY THE TESTING AGENT. WHENN REQUIRED BY THE 5UILDING OFFICIAL, THE TEST SHALL BE CONDUCTED 1,4 THE PRESENCE OF DEPARTMENT STAFF. BUILDING, AIR LEAKAGE (RESTING: U5EC 502.45 BUILDING ENVELOPE AIR LEAKAGE CONTROL SHAL -L BE CONSIDEIRIED ACCEPTABLE WHEN TESTED TO HAVE AN AIR LEAKAGE L -E55 THAN 0D0030 SPECIFIC LEAKAGE AREA (SLA) WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 50 PASCALS (02 INCH LUG.). TESTING SMALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, INCLUDING PETETRATION6 FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION, AND COMBUSTION APPLIANCE5 AND SEALING THEREOF. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS �p SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SECTION 105.4. EGicE55 DOOR R3112 AT LEAST ONE EGRESS DOOR SHALL BE FROVIDED FOR EACH DWELLING UNITR, THE EGRESS DOOR SHALL BE 51DE- HINGED, AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (813MM) WHEN MEASURED BETWEEN THE FADE Gf THIE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.51 RAD). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRE5HOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGhRSSS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DUELLING WITIHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. GARAGE/DWELLING DOOR 83025.1 OPENING 0 PROTECTION, OPENINGS FIRCM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING IPURPO5E5 SHALL NOT BE PERMITTED. OTHER 1() OPENINGS BETWEEN THE C. ARNGE AND RESIDENCE 814ALL BE EQUIPPED T WITH SOLID WOOD DOORS NOT LE55 THAN 13/8 INCHES (35 MM) N THICKNESS, SOLID OR HOMEYCOMB CORE STEEL DOORS NOT LESS THAN I 3/6 NO-E5 (35 TIM) THICK OR 20 -MNUTE FIRE -RATED DOORS. EXTERIOR DOORS: GLAZING AREA: TOTAL AREA OF THE GLAZING MEASURED USING THE ROC64 OPENING, AND INCLUDING THE GLAZING, SASH AND FRAME. FOR DOORS WHERE THE DAYLIGHT OPENING AREA IS LE55 THAN 50 PERCENT OF THE DOOR AREA, THE GLAZING AREA IS THE DAYLIGHT OPENING AREA. FOR ALL OTHER DOORS, THE GLAZING AREA 15 THE DOOR AREA 014E LAYER 5/8' TYPE'X' GM BETWEEN GARAGE 4 HOUSE CONT. FONDATION TO ROOF SHIT'G, OR ON ALL WALLS 4 CLG5. OF GARAGE. WHEN OWELL'G. UNIT IS ABOVE C•ARAGE, ALL WALLS AND CLG. OF GARAGE SHALL HAVE MIN ONE LAYER 5/!e' TYPE 'X' REQD. NAILING SHALL BE 0 VOL ON BOTH EDGE 4 FIELD w/ 6d IV) NAILS. F IRIETRATIONS SHALL BE STEEL FERROUS, OR COPPER PIPES OR I HR RATED ASSEMBLIES. NO WINDOWS SHALL BE PERMITTED IN :GAR4GE /HO1U5E WALL. e PERMANENTLY MOUNTED LIGHT FIXURE5 PROVIDING OUTDOOR LIGHTING SHALL BE HI(GI4 EFFICIENCY UNLE56 EQUIPPED WITH A cv BUILT -IN PHOTO SENSOR A MINIMUM OF 509. OF ALL INDOOR LIGHTING SHALL BE HkGH EFFICIENCY FIXTURES. UPC 6082 FOR WATER PRESSURE HIGHER THAN 80 PSI AN APPROVED PRE55URV SEDUCING VALVE (PRV) SHALL BE INSTALLED. VENTILATION REQUIREMENTS D.V. GA5 FP. - I115TALL SLs.'� 5056 SL. 41 130 CFM 10W5 PER MANUF. SPEC5. 'NUTONE" OT 8015 SONES W CFM 25 WS 5G. NOTES. 1. USE OT 130 LINO CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO \VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER RPQUIREMENTS OF WSEC MUST BE MET. 0 - CHAT ROOM NOOK e — e 23 x 16, 10 x 10 m T -10 1/2" l I/ "2' -1' 4' -5 1/2" OPEN RAIL 11 - \ Kit U I6 1 p C N B REF, RANGE (vro) 0 j 1068 r 'Lmb �oyyG' e I; EF2 h N w z r 0 J 4' -T 3' -5' 10' -5 1/2' e a6B 3 I/2 sD cM ALARM WARDROIBE 1 NOG, 3' STEEL - SDJCM BOLLARD 4068 BI -PASS A OPEN TO BLARM 4' _ 5' ABOVE yci GARAGE . . DEV Q 111 -10 x 20 -7 rn 10 -3 x 10 m EGRESS 5056 HsL GOV 4 D © COPYRIGHT 2008 NORTHWEST 6 x 6 P05T'w/ 1x WRAP, LOAN HOME DESIGNING, INC. 5/4 x 8 TRI , TOP 4 BOT. 4 STONE EER BASE 16/0 x 8/0 O RHEAD DOOR I ® STEP I 5' -11/2' I 5' -1 I/2' II' -3' 4' -3' 11191550 EIRF FLOOR PLAN © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE : 1/411= I' -011 0 Ri M150131 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING 5OURCE SPECIFIC VENTILATION SHALL HAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 50 OEM AT 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOM5 AND 100 OPM AT 025 INCHES WATER GAUGE FOR KITCHENS, MANIFAcSURER5' FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 0945) OR AMCA 210, M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDI5TAT5, TIMERS, PR OTHER APPROVED MEANS. SOURCE 5PECIFIC VENTILATION SYSTEM OOMTROL6 SHALL BE READILY ACCESSIBLE. 6 x 6 POST w/ Ix WRAP 150133 SOURCE SFEOFIC VENTILATION DUCTS. SOURCE SPECIFIC 5/4 x B TRIM ,TOP 4 BOILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING, EXHAUST DUC75 SHALL BE EGNIFPPED WITH BACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED 5PACE5 SHALL BE INSULATED TO A MINIMUM OF R -4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK, TERMINAL ELEMENTS FOR EXHAUST FAN DUCT 5Y5TEM5 SHALL BE 5CREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. MINIMUM 50% NET FREE AREA SHALL :D MEET THE REQUIREMENT9 OF R3035. M DUCT WORC: SEALING: WSEC 503103 ALL DUCT5, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M16013 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 6033 OF THE INTERNATIONAL MECHANICAL CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAT THE DUCTS ARE SEALED. A SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS SHALL BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY BY THE TESTING AGENT. WHENN REQUIRED BY THE 5UILDING OFFICIAL, THE TEST SHALL BE CONDUCTED 1,4 THE PRESENCE OF DEPARTMENT STAFF. BUILDING, AIR LEAKAGE (RESTING: U5EC 502.45 BUILDING ENVELOPE AIR LEAKAGE CONTROL SHAL -L BE CONSIDEIRIED ACCEPTABLE WHEN TESTED TO HAVE AN AIR LEAKAGE L -E55 THAN 0D0030 SPECIFIC LEAKAGE AREA (SLA) WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 50 PASCALS (02 INCH LUG.). TESTING SMALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, INCLUDING PETETRATION6 FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION, AND COMBUSTION APPLIANCE5 AND SEALING THEREOF. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS �p SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SECTION 105.4. EGicE55 DOOR R3112 AT LEAST ONE EGRESS DOOR SHALL BE FROVIDED FOR EACH DWELLING UNITR, THE EGRESS DOOR SHALL BE 51DE- HINGED, AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (813MM) WHEN MEASURED BETWEEN THE FADE Gf THIE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.51 RAD). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRE5HOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGhRSSS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DUELLING WITIHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. GARAGE/DWELLING DOOR 83025.1 OPENING 0 PROTECTION, OPENINGS FIRCM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING IPURPO5E5 SHALL NOT BE PERMITTED. OTHER 1() OPENINGS BETWEEN THE C. ARNGE AND RESIDENCE 814ALL BE EQUIPPED T WITH SOLID WOOD DOORS NOT LE55 THAN 13/8 INCHES (35 MM) N THICKNESS, SOLID OR HOMEYCOMB CORE STEEL DOORS NOT LESS THAN I 3/6 NO-E5 (35 TIM) THICK OR 20 -MNUTE FIRE -RATED DOORS. EXTERIOR DOORS: GLAZING AREA: TOTAL AREA OF THE GLAZING MEASURED USING THE ROC64 OPENING, AND INCLUDING THE GLAZING, SASH AND FRAME. FOR DOORS WHERE THE DAYLIGHT OPENING AREA IS LE55 THAN 50 PERCENT OF THE DOOR AREA, THE GLAZING AREA IS THE DAYLIGHT OPENING AREA. FOR ALL OTHER DOORS, THE GLAZING AREA 15 THE DOOR AREA 014E LAYER 5/8' TYPE'X' GM BETWEEN GARAGE 4 HOUSE CONT. FONDATION TO ROOF SHIT'G, OR ON ALL WALLS 4 CLG5. OF GARAGE. WHEN OWELL'G. UNIT IS ABOVE C•ARAGE, ALL WALLS AND CLG. OF GARAGE SHALL HAVE MIN ONE LAYER 5/!e' TYPE 'X' REQD. NAILING SHALL BE 0 VOL ON BOTH EDGE 4 FIELD w/ 6d IV) NAILS. F IRIETRATIONS SHALL BE STEEL FERROUS, OR COPPER PIPES OR I HR RATED ASSEMBLIES. NO WINDOWS SHALL BE PERMITTED IN :GAR4GE /HO1U5E WALL. e PERMANENTLY MOUNTED LIGHT FIXURE5 PROVIDING OUTDOOR LIGHTING SHALL BE HI(GI4 EFFICIENCY UNLE56 EQUIPPED WITH A cv BUILT -IN PHOTO SENSOR A MINIMUM OF 509. OF ALL INDOOR LIGHTING SHALL BE HkGH EFFICIENCY FIXTURES. UPC 6082 FOR WATER PRESSURE HIGHER THAN 80 PSI AN APPROVED PRE55URV SEDUCING VALVE (PRV) SHALL BE INSTALLED. VENTILATION REQUIREMENTS -NUTONE "OT 1301.0 BONES 102CFM 25WS 41 130 CFM 10W5 'NUTONE" OT 8015 SONES W CFM 25 WS 80 GEM .10 WS NOTES. 1. USE OT 130 LINO CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO \VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER RPQUIREMENTS OF WSEC MUST BE MET. rl- O OD ■ 00 Z"' LO n Z" 0 Z0 M 0 0 W M Ln `n c: W 0) 00 0 0 O > 0 = Z 0 O Y/ 0 Ww 3Y Q no OILL I.LI ZU) TZ N 8321 2 2 OF 8 D �Z NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD'S "S- Sheets" and /or (attached) documents N © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN w THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN 0 SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER CP RECORD. U) to 0 WOOD IN CONTACT WITH WNCRETE AND MASONRY: IV 317.1(3) SLEEPERS AND 511-1-5 ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT 06 CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR 00 PRESERVATIVE - TREATED WOOD. Lid COLUMNS AND POSTS: R31714 WOOD COLUMNS, WOOD COLUMNS SHALL BE C^� APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED a PFE55URE- PRE5ERVATIV1r-TREATED WOOD. R4013 STRUCTURAL N REQUIREMENTS. THE COLU'IN5 SHALL BE RESTRAINED TO PREVENT LATERAL 4TH DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS 14. IN NOMINAL SIZE THAN 4 (NICHES BY 4 INCHES. w M MINIMUM OF 3 INCHES (16 IMM) AND SHALL BE NAILED TOGETHER WITH A U) to 0 PLYWOOD SUB FLOORING SHALL BE 3/4' TAG. CDX OR I146' 06B (GLUED 4 Qn ca NAILED). NAILING SHALL 15E 101) • 6' O.C. ALONG PANEL EDGES AND 12' Q RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE O.C. IN FIELD, SPAN INDEx SHALL BE 40/20. STAGGER END LAPS. WALL z LUMBER GRADING FOR VAIRIOUS WOOD MEMBERS: a AND ROOF SHEATHING SHALL BE 1 /2' CDX OR 1/16' OSB NAILED W/ 8D a 6' N 0) 0 O.C. ALONG PANEL EDGES, AND 12' O.C. IN FIELD, SPAN INDEX SHALL BE 14. O E 24/0. STAGGER END LAPS. M RAPrERS "B3TR 4,F FLOOR FRAMING: R502b GEARING. THE ENDS OF EACH JOIST, BEAM OR C5 � GIRDER SHALL HAVE NOT LESS THAN 15 INCHES (38 MM) OF BEARING ON ` 0) SHEATHING (W4LLS)_15 /X2' CDX PLYWOOD OR 1/16'055 WOOD OR METAL AND Nof LESS THAN 3 INCHES (16 MM) ON MASONRY OR v 00 E CONCRETE EXCEPT WHEW- SUPPORTED ON A I- INCH -5Y -4 -INC4 (25.4 MM O Q BY 102 MM) RIBBON STRIP' AND NAILED TO THE ADJACENT STUD OR BY THE ,,ww LO 0 USE OF APPROVED JOIST HANGERS. R502b.I FLOOR SYSTEMS. JOISTS V FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A - - M MINIMUM OF 3 INCHES (16 IMM) AND SHALL BE NAILED TOGETHER WITH A U) to 0 MINIMUM THREE IOD FACE NAIL6,4100D OR METAL SPLICE WITH STRENGTH CN ca EQUAL TO OR GREATER T04AN THAT PROVIDED BY THE NAILED LAP 15 Q RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PERMITTED. �- LUMBER GRADING FOR VAIRIOUS WOOD MEMBERS: a POSTS (CRAWL 5PACE)_ •245TR OF N 0 0 BEARING PARTITIONS: 8502.4 J015TS UNDER BEARING PARTITIONS. JOISTS PARTITIONS SHALL BE OF ADEQUATE SIZE TO 14. BUCKS, BLOCKING, BRIDGIING, ETC--UTILITY H/F E UNDER PARALLEL BEARINIG HE KED RAPrERS "B3TR 4,F SUPPORT THE LOAD. DOUE31-E JOISTS, SIZED TO ADEQUATELY SUPPORT THE C5 BEAMS —M VF LOAD, THAT ARRE 5EFARATED TO PERMIT THE INSTALLATION OF PIPING OR ` 0) SHEATHING (W4LLS)_15 /X2' CDX PLYWOOD OR 1/16'055 VENTS SHALL BE PULL DEPTH 50LID BLOCKED WITH LUMBER NOT LESS R. E. S. WEAT14M (SHAKE. ROOF))_ IX4 02 45T H/F SHTHG.' Q THAN 2 INCHES (5) MM) IN pgOMINAL THICKNESS SPACED NOT MORE THAN 4 O Q FEET (1219 MM) ON CENTER BEARING PARTITIONS PERFEINDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIVERS, WALLS OR PARTITIONS Z MORE THAN THE J015T DEPTH UNLE55 SUCH JOISTS ARE OF SUFFICIENT 517E = TO CARRY THE ADDITIONAL LOAD. Q ` WALL FRAMING: IRO 860233 WOOD STUD WALLS SHALL BE CAPPED WITH A H O DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS szy5 AND INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS IN TOP PLATES /w SHALL BE OFFSET AT LEAGT 24'. CUTTING AND NOTCHING: R602b MAY NOT Yr EXCEED 25% IN BEARING OR EXTERIOR WALLS, MAY NOT EXCEED 40% IN NON - BEARING WALLS. BOOED HOLES: MAY NOT EXCEED 40% WITH A 51e' Uj W TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD IS DOUBLED, N1 HEADERS: IRO 502.10 OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER MID TRIMP'ER ,JOIST$. WHEN THE HEADER J015T SPAN DOES NOT EXCEED 4', THE HEADER JOOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST. WHEM THE HEADER JOIST EXCEEDS 4', THE TRIMMER JOISTS MID THE HEADER ,JOIST SHALL BE DOUBLED AND OF SUFFICIENT CRO55 SECTION TO SUPPORT THE FLOOR JOIST FRAMING INTO THE HEADER BEARING PARTITIONS: TS02.4 JOISTS UNDER PARALLEL BEARING W PARTITIONS SHALL BE OF ADEQUATE 512E TO SUPPORT THE LOAD. DOUBLE e JOISTS, 51ZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET (RB MM) ON CENTER BEARING U) PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIVERS, WAILL5 OR PARTITIONS MORE THAN THE JOIST STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE PRESCRPTIVE PATH METHOD OF THE [RC WAS NOT FOLLOWED IN THE DESIGN OF THIS 0') RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINJ£ER OF RECORD. �- LUMBER GRADING FOR VAIRIOUS WOOD MEMBERS: POSTS (CRAWL 5PACE)_ •245TR OF N PO6T5 (OTHER) —M DF 0) JOISTS, BEAMS AND STRIN65ER5 —R45TR H/F 14. BUCKS, BLOCKING, BRIDGIING, ETC--UTILITY H/F 5TUD5 (2x4 4 LARGER9— 'E45TR HR HE KED RAPrERS "B3TR 4,F HEADERS 74E9TR OF BEAMS —M VF SUB FLOOR------3/4' TJG PLYWOOD OR 1/16' 0613 DRAWN BY SHEATHING (W4LLS)_15 /X2' CDX PLYWOOD OR 1/16'055 SHEATHING (COMP. ROOF)__ 5/32' CDX PLYWD OR 1/16' OSB '5KIP R. E. S. WEAT14M (SHAKE. ROOF))_ IX4 02 45T H/F SHTHG.' SHEATHING (TILE. ROOF) —IX6 -2 4BTR H/F (PER MIFGR SPECS) 'SKIP 514TG.' OE I N SILLS, SLEEPERS, NAILING'. BLOCKS— P.T. (EMBEDDED N DONCJ DF, WF OR PER ENGINEER OF RBCORD. I 8321 C 1 3 OF 8 1 1/411 , 11.011 1T� R" T NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents N 5EOOND FLOOR FRAMING INCA FLAN © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE : 114 " = II NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRS WAS NOT FOLLOWED IN l'- THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN C SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD (0 WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRO 3171(3) SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH 54ALL BE NATURALLY DURABLE OR 0 00 PRE5ERVATIVE- TREATED WOOD. ' + U*) COLUMNS MID POSTS: 011.4 WOOD COLUMNS. WOOD COLUMNS 544ALL BE Cr) APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED LO PRESSJR=- PRE5ERVATI'VE- TREATED WOOD. R4073 STRUCTURAL C\1 N REQUIREMENTS. THE cOL -LIMNS SHALL B E RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE g3OTTOM END. WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL 51ZE THAN 4 INCHES BY 4 INCHES. Iw /Q] PLYWOOD SUB FLOORING SHALL BE 3/4' T.45. COX OR 11/16' 055 (GLUED 4 NAILED). NAILING SHALL BE 10D ® 6' O.G. ALOE PANEL EDGES, AND 12' (� O.G. IN FIELD. SPAT INDEX SHALL BE 40/20, STAGGER END LAPS. WALL AND ROOF SHEATHING SHALL BE 1 /2' COX OR 1/16' 058 NAILED W/ BD a 6' O.G. ALONG PANEL EDGIE5, AND 1V O.G. IN FIELD. SPAN INDEX SHALL BE O 24/0. STAGGER END LAPS. E (Y) FLOOR FRAMINGz R502b BEARING. THE ENDS OF EACH JOIST, BEAM OR 1 GIRDER SHALL HAVE NOT LE55 THAN 15 INCHES (38 MM) OF BEARING ON WOOD OR METAL AND RIOT LESS THAI 3 INCHES (16 MM) ON MASONRY OR 00 CONCRETE EXCEPT 1WR= SUPPORTED ON A - INCH-BY [MCA (25.4 MM I♦ LO O BY 102 MM) RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THIS V USE OF APPROVED JOIST HANGERS. R502b.1 FLOOR SYSTEMS. JOI5T5 , FRAMING PROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A � MINIMUM OF 3 INCHES (1k MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE 10D FACIE NAIL5AWOOD OR METAL SPLICE WITH STRENGTH CU EQUAL TO OR GRZATER THAN THAT PROVIDED BY THE NAILED LAP 15 Q PERMITTED. Q BEARING PARTITICN5: R502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS TO 0 UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE r 00 0 LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR `7 VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LE56 THAN 2 INCHES (51 MM) IN NOMINAL TWICKNE56 SPACED NOT MORE THAN 4 O Q FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SUPPORTING GIRDERS, WALLS OR PARTITIONS SHALL NOT BE OFFSET FROM z MORE THIN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE = TO CARRY THE ADDITIONAL LOAD, 0 WALL FRAMING: IRO R60231 WOOD STUD WALLS SHALL BE CAPPED WITH A O 1 DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS O AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24'. CUTTING AND NOTCHING: R602b MAY NOT 0 EXCEED 25% IN BEARINMG OR EXTERIOR WALLS, MAY NOT EXCEED 40% IN Uj W NON- SEARNG WALLS. �D HOLES: MAY NOT EXCEED 40% WITH A 5/8' To EDGE OF STUD, EXCEPT UP TO 60% IF STUD IS DOUBLED. Y � Q HEADERS: IRO 502.10 CRPENMG5 IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE LEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE THE HEADER J015T EXCEEDS 4', THE TRIMMER > AS THE FLOOR JOIST. WHEN JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF EFFICIENT CROSS SECTION To SUK'PORT THE FLOOR JOIST FRAMING INTO THE HEADER BEARING PARTITIONS: 8302.4 JOISTS UNDER PARALLEL BEARING W PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE O LU JOISTS, 51ZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO FEF411T THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH SOLID BLOCKED WITH ULUMBER NOT LE, THAI 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NCIT MORE THAN 4 FEET (1219 MM) ON CENTER BEARING U) PARTITIONS PEwENDIGULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE J015T STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE PRE5CRIPTIVE PATH METHOD OF THE IIRC W45 NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DE51GN SOLUTIONS SHALL BE C) PROVIDED BY THE ENGINEER OF RECORD. LUMBER GRADING FOR VARIOUS WOOD MEMBERS: POSTS (CRALL SPACER- 1245TR OF N POSTS (OTHER)— h OF 0') JOISTS, BEAMS AND 5TRINGERS_2 tBTR 14/F It BUCKS, BLOCKING, BRIDGING, ETC — UTILITY H/F STUDS (2X4 4 LAF. iER)I— '4t8TR H,F CHECKED RAFTERS n45TRHF HIEADER5 -74BTR OF BEAS -M DF SUB FLOOR 3/41' TtG PLYWOOD OR NI6' 05B SHEATHING (WALL5)_115/32' CDX PLYWOOD OR 1 I6'0615 DRAWN BY SHEATHING (COMP. RO(OF)- 15/32' CDX F'LYWD OR 7/16'0$5 'SKIP R.E.S. SHEATHING (SHAKE. RC'GF)— 1X4 -24BTR HF 5H1`14G.' 5HEATHING (TILE. ROOF) —IX6 745TR HJF (PER MFGR 5PEC5)'5<P 5HTG.' DE I N SILLS, SLEEPERS, NAILIING BLOCKS— P.T. (EMBEDDED IN GONG.) OF, HR • OR PER ENGINEER OF RECORD, 8321 3A 3A OF 8 I Uzi 34' -0' SMOKE ALARMS: R314J LOCATION SMOKE ALAR15 SHALL BE INSTALLED IN 0 THE FOLLOWING LOCATIONS: CO I. IN EACH SLEEPING FROCM. 0 21'-3' 12' -9" 2.O OUTS EEAACHS SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF I 3. ON EACH ADDITIONAL STORY OF THE DUELLING, INCLUDING BASEMENTS ■ 00 8' -4 I/2' -0' 2' -10 I/2' 6'-3 /2' &'-5 Ill' MD HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND / + U7) UNINHABITABLE ATTlc9 IN DWELLINGS OR DWELLING UNIT5 WITH SPLIT v LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT M LEVELS, A SMOKE ALARM INSTALLED CN THE UPPER LEVEL SHALL SUFFICE Z L0 FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS i LESS THAN ONE RILL &'TORY BELOW THE UPPER LEVEL. WHEN MORE THAN � C-4 4056 SL 505 FX 4056 .SL. 504 H.SL. ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL n,• ; DUELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A .w EG�SS MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE v ALARMS IN THE INDIVIOUAL UNIT. LIGHT 4 VENTILATION: IIRC 83031 Z 0) iv ALL HABITABLE ROOM15 844ALL BE PROVIDED WITH AGGREGATE GLAZING 0 _ AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS, NATURAL VENTILATION SHALL HAVE A MIN. OPERABLE AREA TO THE HY) N OUTDOORS OF 4 PERCENT OF T1 4E FLOOR AREA BEING VENTILATED. co (P EGRESS WINDOWS: IRO 8310.1 ALL SLEEPING ROOMS AND BASEMEN`& AIRE N SQUIRED TO HAVE EGRESS WINDOWS. THE WINDOW SHALL HAVE A MINIMUM 00 E NET CLEAR OPENABLE- AREA OF 51 SQUARE FEET. THE MINW"MM NET CLEAR L) 0 u ill MAIN OPENABLE HEIGHT DIMENSION SHALL BE 24'. THE MINIMUM NET CLEAR () t p/�/�r OPENABLE WIDTH 01119 NEON SHALL BE 20'. THE WINDOW SHALL HAVE A Ix) 0? BGDIW VI I x FINISHED SILL HEIGHT T1OT MORE THAN 44' ABOVE THE FLOOR WINDOW W L(7 C 0n 8 — WELLS SHALL BE PROVIDED WHEN EGRESS WINDOWS HAVE A FINISHED SILL N CU 12 x Il -6 0 _ HEIGHT BELOW ADJACENT GROUND ELEVATION THE WELL SHALL ALLOW THE Q V ?- WINDOW TO BE FULLY OPFED AND PROVIDE A MINIMUM ACCESSIBLE NET .\v m CLEAR OPENING OF 9 5Q. FT, WITH A MINIMUM DIMENSION OF 36', WINDOW 0) SDJCM U; WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' SHALL BE EQUIPPED W 0 �0 5'- 1/2' ALARM = WITH A PERMANENT LAIDDER E 00 0 'n N IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 0 r © COPYRIGHT 2008 NO RTHW ST 9 / ° LOCATED MORE THAN 72' (1829 mm) ABOVE THE FINISHED GRADE OR 1\ SURFACE BELOW, THE L -QUEST PART OF THE CLEAR OPENING OF THE WINDOW Q HOME DESIGNING, INC � SHALL BE A MINIMUM CF 24'(610 mm) ABOVE THE FINISHED FLOOR OF THE O 9' -8 1/2' ROOM N WHICH THE WINDOW 15 LOCATED. GLAZING BETWEEN THE FLOOR T 36' HIGH NW AND 24' (610 mm) SHAL L BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' + z OPEN RAIL ti � \ DIAL (102 mm) SPHERE CANNOT Pass. � 3' -8 1/2' 2' -�' 0 HATCHES AND DOORS:: 502.1.4.4 ACCESS DOORS FROM CONDITIONED O SPACES TO UNCONDITICNED SPACES (E.G., ATTICS AND CRAWL SPACES) O SHALL BE UEATHERSTRIPFED AND INSULATED TO A LEVEL EQUIVALENT TO 36' NIGH WA D�� ) v THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE W LU W/ WD. CAP 9 ®a PROVIDED TO ALL EQUIPMENT WHICH FVENTS DAMAGING OR COMPRE551NG THE INSULATION A WOOD FRAMED OR EQUIVALENT BAFFLE Y OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL IN5ULATIGN IS 36' x 60' i @, INSTALLED, THE PURP05E OF WHICH 15 TO PREVENT THE LOOSE FILL Q pN' SDJCM ATH o - INSULATION FROM SPILWRG INTO THE LIVING SPACE WHEN THE ATTIC J Ib ALARM $ V ACCESS 15 OPENED, AFND TO PROVIDE A FEW4JtM MEANS OF 22' x 30' 50AK TUB MAINTAINING THE NSTALLLED R -VALUE OF THE LC05E FILL INSULATION, ATTIC 13/I 2' -II /2' rt ___ ACCESS 'm SHOWER STALL SURFACING: 83012 BATHTUB AND SHOVER SPACES. U) --- =�r- - - -71 _�I � ® ®Q — BATHTUB AND SHOWER, FLOORS AND WALLS ABOVE BATHTUBS WITH p .7 / n> INSTALLED SLOWER HEA05 AND IN SHOWER COMPARTMENTS SHALL BE W Mr0) o� 'n FINISHED WITH A NONA15SOR3ENT SURFACE. SUCH WALL SURFACES SHALL W y % X. a = '? N x FL TO A HEIGHT GF NOT LE55 TH4J b FEET (1829 MM) ABOVE THE 0 W xm 'n i EFJ 2468 L,gl p�p�- Lh ,�q ATH `Y '� 5 SHOWER AREAS: 8301.11 SHOWERS SHALL BE A MNIMUN SIZE OF 30' BY 30' ,p 2868 w \7 �rl WITH A 24' IK CLEARAMCE IN FRONT OF OPENING EF2 WATER CLOSET CLEARANCES: IRC R301J WATER CLOSET SHALL BE 51VCM - LOCATED IN A CLEAR SPACE NOT LESS THAN 30' IN WIDTH, THE CLEAR H° ------- - - - - -- 2668 2668 ALARM SPACE IN FRONT WALL NOT BE LESS THAN 21'. O) WARDROBE ALARM `^ O r 6 _g, WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND O 5068 BI -PASS 0 i} r SHOWER ENCLOSURE ALAS SHALL BE COVERED WITH APPROVED \ 36' HIGH I.L./ N c� WATERPROOF MATERIAL. It OPEN RAIL I' _ ?' N V -5 1/2' ' -0 1/ " K UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO 0) CP � 2' 3' CO WASHERS, DRYERS, ANID LAUNDRY TU55 SHALL BE SURFACED WITH '4' APPROVED WATERPROOF MATERIAL. i DRO BEDROOM 3/4 GYPSUM WALLBOARD: 81073.8 WATER - RESISTANT GYPSUM BACKING HE KED _ j BOARD. GYPSUM BOARD USED 46 THE BASE OR BACKER FOR ADHESIVE 10 -3 x 10 -5 0 OR TEEN ROOM R 4 5. APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM C 1396 c Ina OR 01218. USE OF DRAWN BY 12 -2 x 12 -8 WATER - RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON 2468 CEILINGS WHERE FRA M[ING SPACING DOES NOT EXCEED 12 INCHES (305 MM) R. E.S. iv ON CENTER FOR 1/2 -INCH -THICK (121 MM) OR 16 INCHES (406 MM) FOR 5/5- NCH -TI41CK DE I N 3031 FX _ (I6 MM) GYPSUM BOARD. WATER - RESISTANT GYPSUM BOARD SHALL NOT BE 832 1 0 INSTALLED OVER A GLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT ORS EXPOSED EDGES, INCLUDING TH05E AT WALL EGRE55 INTERSECTIONS, SHALL BE SEALED A$ RECOMMENDED BY THE MANUFACTURER 5040 SL. R1023,5.1 LIMITATIONS. WATER RESISTANT GYPSUM BACKING BOARD SHALL EGRESS EGRESS Nor BE USED WHERE THERE WILL BE DIRECT EXPOSURE i0 WATER OR IN MEET NUMBER N AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. NOTE: 2646 53-4. While every attempt has J been made to assure the 5' -1 12' 5' -1 1/2' -1 1/2' ' -1 1/2 4' -0' 4' -0' accuracy of these drawings, ALL 3" 4' -3" 5' -3' 8' -0. 5' -3' 4 OF 8 INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. 0 Any structural components specified are for reference - only and must be verified with the ENGINEER OF SEGONID FLOOR FLAN RECORD's "S-Sheets" and/or (attached) SGALE 1/4 "_ I'_0'I documents P- 34'-0' SMOKE ALARMS: 83143 LOrATICNL SMOKE ALARMS SHALL BE INSTALLED IN O THE FOLLOWING LOCATIIONS: CD I. IN EACH SLEEPING ROOM 12'-9' 2. OUTSIDE EACH SEPAPRATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 00 3. ON EACH ADDITIONAIL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTIC* BUT NOT INCLUDING CRAWL SPACES AND (n 8' -4 1/2' S' -0' S' -0' 2' -10 1/2" &' -3 1/2' &' -5 1/2' UNINHABITABLE ATTICS: IN DWELLINGS OR DWELLING UNITS WITH SPLIT U I LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT Ch LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL BJFFICE Z Ln FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 N LE55 THAN ONE FULL s1TORT BELOW THE UPPER LEVEL. WHEN MORE THAN �..i 4040 SL. 5040 FX 4040 L. 504 INDIVIDUAL ONE SMOKE ALARM IS ,Q] DWELLING WIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAI THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE EGRE55 ALARMS IN THE INDIVIDUAL UNIT. LIGHT 4 VENTILATION: IFRC 8303.1 z 0) ALL cv AREA OF NOT LESS E�HA�N 6 PERCENT OF THE FL WITH OOR AAGGREGATE A 01- SUC14 ROOM$. O ill V NATURAL OF 14APERC -N7 OF THE FLOOR AREA BEING AVENTILATED. (0 W EGRESS WINDOWS: IRC 18310.1 ALL SLEEPING ROOMS AND BASEMENTS ARE 4 00 C REQUIRED TO HAVE EG�SS WINDOWS. THE WINDOW SHALL HAVE A MINIMUM C X 1Q/1611 IQ N ��I� NET CLEAR OPERABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR LO 0 / U6 Of-ENABLE HEIGHT DIMENSION SHALL BE 24'. THE MINIMUM NET CLEAR U� 0 x iv OPENABLE WIDTH DIMeNVON SHALL BE 20'. THE WINDOW SHALL HAVE A cr) _ Q(] LL FINISHED BILL HEIGHT NIOT MORE THAN 44' ABOVE THE FLOOR WINDOW W Ln 9 MD' A _' ' p _ WELLS SHALL BE PRWIDED WHEN EGRESS WINDOWS HAVE A FINISHED SILL Q N m 21 -2 x 16 -3 12 x I1-6 - 9 HEIGHT BELOW ADJACENT GROUND ELEVATION. THE WELL 5HALL ALLOW THE — r_ WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCESSIBLE NET IZ CLEAR OPENING OF 9 8+Q FT., WITH A MINIMUM DIMENSION OF 36'. WINDOW 0) SD)CM G? WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' SHALL BE EQUIPPED W 0) S ALARM WITH A PERMANENT LAVDER q- E 00 0 O N IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 115 g / LOCATED MORE THAN -1`2'(1829 mm) ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LIOWEST PART OF THE CLEAR OPENING OF THE WINDOW O Q SHALL BE A MINIMUM OFF 24' (610 mm) ABOVE THE FINISHED FLOOR OF THE 9'-8 1/2' ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR > Z bb AND 24' (610 mm) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' DIAL (102 mm) SPHERE CANNOT PASS, Q 3' -8 1/2' HATCHES AND DOORS: 5021.4.4 ACCESS DOORS FROM CONDITIONED F O SPACES TO UNCONDITIONED SPACES (EA, ATTICS AND CRAWL SPACES) _I O SHALL BE WEATHERSTRIFPED AND INSULATED TO A LEVEL EQUIVALENT TO k �d THE INSULATION ON THE 5UR20UNDIW SURFACES. ACCESS SHALL BE W Uj ;y wl 10. CAP L k ®a FRONDED TO ALL EQAIFMENT WHICH PREVENTS DAMAGING OR - -- - - -- -- COMPRE551NG THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE Y SD1CM OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION 115 ALARM �' .N 8 INSTALLED, THE PURPO,15E OF WHICH 115 TO PREVENT THE LOOSE FILL Q DN. A tl I 36 0 60 i INSULATION FROM SPILLING INTO 114E LIVING SPACE WHEN THE ATTIC J 116 yG Ii I T7 .� ACCESS 115 OPENED, AMID TO PROVIDE A PERMANENT MEANS OF 22' x 30' SOAK iU8 MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE FILL INSULATION. ATTIC 13/11 2' -11 /2' L ACCESS `m v' SHOWER STALL SUfFACIING: R3012 BATHTUB AND SHCLLER SPACES. r --- _- 7r - - - - -i O Q — BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH D INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE W 'n W (VTO) X FINISHED WITH A NONABISORBENT SURFACE. SUCH WALL SURFACES SHALL e V EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE 'n 2468 O WN �_� . N x FLOOR Of :r EF.I �—' z _ `m 'n AT{..I �y/ 'V SHOVER AREAS: 8301.1 SHOLLERS SHALL BE A MINIMUM SIZE OF 30' 8Y 30' .q LAUNDRY 2868 w \� EF2 R WITH A 24' IN, CLEARANCE IN FRONT OF OPENING WATER CLOSET CLEARANCES: IRO 8301.1 WATER CLOSET SHALL BE R 4 S. LOCATED IN A CLEAR SPACE NOT LE55 THAN 30' IN WIDTH. THE CLEAR r ------- - - - - -- 2668 2668 SD)CM �n ,., SPACE IN FRONT 5HALL NOT BE LE55 THAN 211'. 0) r ALARM - 6'_g° O WARDROBE SD1CM '� O n 1 WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND r N 5068 BI -PA56 ALARM HP SHOWER ENCLOSURE ATLAS SHALL BE COVERED WITH APPROVED O 36' HIGH I N WATERPROOF MATERIAL. el OPEN RAIL W.I.C. - m N 8' -5 1/2' ' -0 1/ ' `" UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO � cv 2 _3 WASHERS, DRYERS, ANC) LAUNDRY TU85 SHALL BE SURFACED WITH � APPROVED WATERPRO,(OF MATERIAL. BEDROOM 3/4 GYPSUM WALLBOARD: R10236 WATER - RESISTANT GYPSUM BACKING CHECKED — _ BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE 10 -3 x 10 -E, 0, TEEN RO R 1 5. APPLICATION OF CERMMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL. CONFORM TO ASTM C 1396, C 1118 OR 0218. USE OF DRAWN BY 0 12 -2 x 12 -8 WATER- RESISTANT GYP%M BACKING BOARD SHALL BE PERMITTED ON 2468 CEILINGS WHERE FRAMPNG SPACING DOES NOT EXCEED 112 INCHES (305 MM) R.E.S. ON CENTER FOR 1/L -INCIH -THICK (12.1 MM) OR 116 INCHES (406 M1) FOR - _ C 5)8- INCH -TkICK mm DE NN (16 MM) GYPSUM BOARD. WATER - RESISTANT GYPSUM BOARD 5HALL NOT BE 30 FX V COMPARTMENT. OUT OR EXPOSED EDGES INNCLUD11NG THOSE AST WALL TUB 8321 EGRE55 'n INTERSECTIONS, SHALL EBE SEALED AS RECOMMENDED BY THE MANUFACTURER R1023B.1 LIMITATIONS. (WATER RESISTANT GYP'SLM BACKING BOARD SHALL 5040 .SL. EGR=55 EGRESS @ NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR IN MEET NUMBER - AREAS SUBJECT TO COrNTNUOUS HIGH HUMIDITY. NOTE: 2646 5.H. 2646 S.H. While every attempt has -1 /� been made to assure the 5' -1 12' 5' -1 1/2' ' -1 1/2 ' -1 1/2 4' -0' 4' -0' „ accuracy of these drawings, ALL 11' -3' 4' -3' 5' -3' 8' -0' 5' -3' 4A OF $ INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified SECOND FLOOR PLAN with the ENGINEER OF RECORD'S "S-Sheets" and /or (attached) SCALE 1/4 II c 1'-0" documents I_ NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents NOTE : FURR UNDERSIDE OF TRUSS TAILS TO 12' FOR BATT5 INWL. © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE : 1/411 = I1 -O" ATTIC VENTILATION PROVIDE ATTIC $PAGE VENTILATION AS PER IRG (1,53 5q, Ft. x I/I50 = 102 5q. Ft. VENT AREA fI ) R.E.S. 8321 5 1 5 OF 8 1 �Z TPo15$E5: II ;502.11.1 - IR502117 WOOD TRI55E5 SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL O COMPLY WITH ANSI/TPI 1. THE TRUSS DE51GN DRAWINGS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE 00 STATUES OF THE JURISDICTION IN WHICH THE PROJECT IS TO BE 0 00 CONSTRUCTED TRUSSED ,SHALL BE BRACED TO PREVENT ROTATION AND In PROVIDE LATERAL STA51 ITY. ROOF TRJ% DESIGN($) AND SHOP DRAWINGS SHALL BE PROVIDED TO THE BUILDING OFFICIAL AT THE TIME OF PERMIT C^� APPLICATION MID 5HALLL BE ON SITE PRIOR i0 ERECTION. ORDERING OF Ln TR165ES SHALL NOT BE (DONE PRIOR TO FIELD MEASUREMENT OF BUILDING FRAMING TO VERIFY DRAIWING/FIELD ACCURACY. STORE TRSSES IN A FLAT N 0 ®4/12 DRY LOCATION AND COVER FR' OM THE ELEMEMS UNTIL PLACEMENT. N PITCH TO 4 UNITS ROOF SLOPES 12 U 2 UNITS VERTICAL BY 12 UNITS HORIZONTAL 2 TO 4 UNITS vERTICAL By 12 UNITS HORIZONTAL, UNDERLAYMENT SHALL BE 2 v LAYERS OVERLAPPING 1`9 INCHES. FOR SLOPES O 4 UNITS VERTICAL BY 12 IL UNITS HORIZONTAL OR GFfATER UNDER.AYMENT SHALL BE I LAYER OVERLAPPPING 2 INCHES. C) RAFTERS: IRC 88023 RA¢TER5 SHALL BE FRAMED TO RIDGE BOARD OR CY) TO EACH OTHER WITH A CA155ET PLATE AS A TIE. RIDGE BOARD SHALL B¢ AT LEAST I' NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE OUT END OF THE RAFTER AT ALL VALLEY AND HIPS THERE SMALL BE A VALLEY (D 4 OR HIP RAFTER NOT LESS THAN 2' NOMINAL THICKNESS AND NOT LESS IN 0 DEPTH THAN Toff CUT END OF THE RAFTER L� '� — L) R4FIER OPENINGS: IRC TR802.5 OPENINGS IN ROOF 1 CEILING FRAMING _) M SHALL BE FRAMED WITH (HEADER N TRIMMER JOISTS. 04EN THE HEADER 1,, Lo (n J015T SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE W MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER WHEN THE HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER J015T Q a SHALL BE DOUBLED AND OF SUFFICIENT GROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFRER FRAMING INTO THE HEADER 0) 4) UA 'q 85031.1 LOCATIONS. FLAaHING5 SHALL BE INSTALLED AT WALL AND ROOF O INTERSEcTims, WIHEII THERE IS A CHANGE IN ROOF SLOPE OR 00 DIRECTION AND AROUND' ROOF OPENINGS. WHERE FLASHING IS OF METAL, ` THE METAL SHALL BE CORROSION RESISTANT WITH A THICIQESS OF NOT o Q> 0 LESS THAN 0.019 INCH (05 MM) (NO. 26 GALVANIZED SHEET). R703E FLASHING. APPROVED CORR0510N- RESISTANT FLASHING SHALL BE Z APPLIED SHINGLE- FASHWON IN A M4NHER TO PREVENT ENTRY OF WATER _ ` INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING). 5TRICT.WL FRAMING COMPONENTS. SELF - ADHERED T MEMBRANES USED Iwo O AS FLASHING SHALL COMPLY WITH AAMA 111. THE FLASHING SHALL EMEND O TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED /w Szs$ CORR05ION-RE$16TANT F:LA5HMGS SHALL BE INSTALLED AT ALL OF THE v+ FOLLOWING LOCATIONS: I. EXTERIOR WINDOW ANND DOOR OPENINGS, FLASHING AT EXTERIOR W WINDOW AND DOOR 4FENING5 SHALL EXTEND TO THE SURFACE OF THE i EXTERIOR WALL FINI.61 OR TO THE WATER- RESISTIVE BARRIER FOR SUBSEQUENT DRAINMGE. J 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MA.50NRY CONSTRUCTION WITH ]FRAME OR STUCCO WALLS, WITH PROJECTING LIPS STUCCO COPINGS. ON BOTH SIDES UNDIER 3. UNDER AND AT THE IENDS OF MASONRY, WOOD OR METAL COPINGS AND (n SILLS. SILLS. 4. ABOY'E ALL PROJECTING WOOD TRIM, 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR W FLOOR A55EMBLY OF WOOD -FRAME CONSTRUCTION. O W 6. AT WALL AND ROOF INTERSECTIONS. Of T. AT BUILT -IN GUTTERS. WEATHER RESISTIVE aHEAT 4 G PAPER R1031 WATER- RE615TIVE BARRIER ONE LAYER OF NO. B ASIPHALT FELT, FREE FROM HOLES AND BREAKS, CO9PL.YING WITH 46TM V 226 FOR TYPE I FELT OR OTHER APPROVED WATER - RESISTIVE BARRIIER SHALL BE APPLIED OVER STUDS OR F SHEATHING O ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY,, WITH THE UPPER LAYER LAPPED OVER THE O LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR FELT SHALL BE LAPPED NOT (LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL 5H4ALL BE CONTINUOUS TO THE TOP OF WALLS AND �. TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER N TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION TRT031 NOTE : FURR UNDERSIDE OF TRUSS TAILS TO 12' FOR BATT5 INWL. © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE : 1/411 = I1 -O" ATTIC VENTILATION PROVIDE ATTIC $PAGE VENTILATION AS PER IRG (1,53 5q, Ft. x I/I50 = 102 5q. Ft. VENT AREA fI ) R.E.S. 8321 5 1 5 OF 8 1 �Z EXTERIOR ELEVATIONS _Z7� W FM- - �MM- =� fib © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE: 1/4 "= 1' -0" r � I NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents REAR ARCHI -COMP. A5PHALT IROOFING I x 2 TRIM ON 5/4 x 8 BARGE BD. 5/4 x 12 FRIEZE BD. SHINGLE SIDING 5/4x6 5/4x4 5/4x6 5/4 x 4 4 5/4 x 3 CORDER BDS. RS. EXT. SIDING w/ I x 3 BATTS e 24' O.C. COdT. METAL GUTTER ON 5/4 x 6 FASCIA BD. TYIP. HORIL LAP SIDING 3' THICK CAST IN- PLACE CONCRETE CAP STONE VENEER WAINSCOT ,Masonry Veneer r- C:) co 0 Ob ■ OD Z°' LO v n Z" 0 Z0 M /vim t9 CC _ L C In �C14a 5W M 19T E O Q Z 0 O vI O Ww Y J �U) �.W OW W zC/) z rn 0 v N R.E.S. 8321 x 16OF8 1 J� �z 2 6 2nd FL, P/L HD I-K+i. Co s 2nd FL. LINE let FL_P /L _ HDHGT. _ Q� Ist FL. LINE EXTERIOR ELEVATIONS _Z7� W FM- - �MM- =� fib © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE: 1/4 "= 1' -0" r � I NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents REAR ARCHI -COMP. A5PHALT IROOFING I x 2 TRIM ON 5/4 x 8 BARGE BD. 5/4 x 12 FRIEZE BD. SHINGLE SIDING 5/4x6 5/4x4 5/4x6 5/4 x 4 4 5/4 x 3 CORDER BDS. RS. EXT. SIDING w/ I x 3 BATTS e 24' O.C. COdT. METAL GUTTER ON 5/4 x 6 FASCIA BD. TYIP. HORIL LAP SIDING 3' THICK CAST IN- PLACE CONCRETE CAP STONE VENEER WAINSCOT ,Masonry Veneer r- C:) co 0 Ob ■ OD Z°' LO v n Z" 0 Z0 M /vim t9 CC _ L C In �C14a 5W M 19T E O Q Z 0 O vI O Ww Y J �U) �.W OW W zC/) z rn 0 v N R.E.S. 8321 x 16OF8 1 J� �z - - - -- -- - .. .. ,.o. All ■Illn�_ nnimmmml,.,. ainl. .niimmmmm�nnn,.. .ninnnm... _.niimmmmnmm�mmmu._ .■innnmmmmn_ �� ' i■mmmmmnnnim_nmmn■ma� � lam�mm�;mumnm� � _ �� I-II-I ., _ ■- _ III I-- CI: �� � � �� �� �� � ®�� C • �: � � . e � .S' = aim. 16 �_: �� � 00. -_ �_ � isml �� �.m� �. � ®����.��� ®.�� lam. �� �.f • 9 �nle �nlo � ■io i!B� a � �B°e _ ��� �� 4�- �6 � ��� —o _v_� —� �� e9 �® �m�,m�� ®_tee= -- • O •' 11: •' • � ' � • ..nl.. . .Imnnmon..._ ..I.nimmmmmmn■ion... ...nnnnnnmmmn�muummm�ul._ _.nmmnnnn■mmmmmmmmmn■mn■m.._ . Innnmmmm�umnmm�nmmn�mmmmmmmu .... .__ _ ... Inimm�n■ nnmm�nnnnnnnumnlmnlmmmnumnmmn�� .._ . amnnnnnnnnnmm�umnnnnmmmmmmmnlmmnnnmmmmn .... _ . mnimnmmnnmmnnnnnunnnnnnmmnnummmmmmmmmmmmmm ■L_ .eliiiiimui�ni�i�niniium °i�u ni�imni�inminminmm�i�iiii�iiii�ninminimil�iiiii�iiin�iiiii�iiin ■n.._ • � ,nniinmm�nnnnnnm Inn■ Inn■ Inn■ Inn■ Inn■ nmm�nnmm�m ■nulnumnlmnlmmmnlmmmnlmmmmm.._ .- _ � I � � • � � � � � � � ' 1 � � • p � • .. �■ .� .� � .�_ i� • • .�_ i� \ • � 1 ' �� \I i �_ i � . -- �� LEFT SIDE EXTERIOR ELEVATIONS n COPYRIGHT 2008 NORTHWEST HOME DESIGNING_ INC. IN SCALE : 14 11-011 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD'S "S-Sheets" and/or (attached) documents SIDING TYPE: IRC 10331 PORIZONTAL LAP 51DING SHALL BE LAPPED A MIN. OF 1 IN, OR 135 IN. IF R4,15BETED, AND SHALL HAVE THE ENDS CAULKED, COVERED WITH BATTEN, OR SEALED AND INSTALLED OVER A STRIP FLASHING. (SEE MANUFACTUI SPECIFICATIONS) CHIMNEY TERMINATION: 624;2153 (50354) CHIMNEY TERMINATION. CHIMNEYS FOR RESIDENTIAL -TYPE OR LOW -HEAT APPLIANCES SHALL EXTEND AT LEAST 3 FEET ABOVE THE HNIGHEST POINT WHERE THEY PASS THROUGH A ROOF OF A P&➢LDING AND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDIN'W WITHIN A HORIZONTAL DISTANCE OF 0 FEET. CHIMNEY CLEARANCE: RIOm3.15 ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR (OF TWE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHE55 (51 MM). CHIMNEYS LOCATED ENTIRELY OUT5IDE THE EXTERIOR WALLS OF THE'. BUILDING, INCLUDING CHIMNEYS THAT PASS THROWN THE SOFFIT OR CORNICE, SHALL HAVE A MINIMUM AIR SPACE CLEARANCE OF I INCH (25MIM). THE AIR SPACE SHALL NOT BE FILLED, EXCEPT PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION RI003.19. RIGHT SIDE 0 ('D 0 Cb ■ 00 LO V I z N w� Z" 0 z� M E /w LO 0 ^0 W co DNa W0� Q0)_ = Z 0 ~0 Ww Y Ti. Q CO �W Ow W zU) rn 0 v N 0) v 8321 7 1 7 OF 8 1 �zI ARCM -COMP. ASPHALT ROOFING 15 *1 BLDG. FELT 1/2" GDX SHEATHING ROOF BUILD -UP ROOF MEMBERS o 24" O.G. INSUL. PER CODE EXT. SIDING AIR /VAPOR BARRIER 1/2" CDX SHTGC 2 -2x4 TOP PLATES 2 -2x6 TOP PLATES 7YP. EXT. WALL 2 x 6 STUDS 'a 16" O.G. 2 x 6 STUDS 16 O.G. 2' (a BUILD -UP �' INSUL. PER CODE T 2 x 4 BOT PLATE 1/2' GLUB 2 2 x 6 BOT PLAT 6 T 12 4 TYP. INT. WALL BUILD -UP — ro TYP. FLOOR F3LF;IL /4' T & 6 SHEATHING BUILD-UP OOR JOISTS PER FRAMING PLANS° ER FLOOR FRAMING PLANS 5ECONp FLOOR PLAN, © COPYRIGHT 2009 NORTHWEST HOME DESIGNING, INC. SCALE ; li4 "= 1' -0" 0 (o O Oo ■ 00 V Lf) Z Z" — O Z0 M oo E !w M O WLp " �CN0- co W0) E 20) = O <° Q Z �O U O Ww Y Z Q F U) N OW W Z� 2 H rn O r d' N O 8321 L MOLM �Z ACCESS PANEL a G.I. WELL I I L L1�II L T J I �� KIT o REF. `n � T 0 RANGE (VTO) a F 1 h 10' -51/2' o o . I 3' STEEL BOLLARD e I OPEN To r— n o ENTRY ABOVE LL GARAGE 29 -10 x 20 -1 �v — — SLAB ON GRADE I r 4' CONC. SLAB ON I e 4' COMP. FILL TYR �I I fl 12' I6' -3' RO. 1' -10 1/ ' 9' -3' RO. 21- ' e I GOY D © COPYRIGHT 2008 NORTHWEST _ _ EDGE qF SLAB ®)p�BARRS NIT�NFtG. �4 HOME DESIGNING, INC. L — — � — — — — — I 6/0 x 8/0 O RHEAD DOOR 9 0 x 8 / OVE HEAD DOOR ® — — — — — — — — — — — J ® 5 T E P 9' -3' 14' -5 3/4' 6' -9 1/4' 5 _m 4'-3' 30 _61 3 CAR GARAGE OPTION 639 SF. FOUND, 4 FIRST FLOOR PLAN - 3 GAR OFTION © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SGAL_E : 1/4 "= 11_0" r- CD 0 CIS ■ 00 V � Z `'' n Z" 0 Z� M co oL.0 E V� ° WL-0`0 C 0 N C6 0- W0 2rn= 0<0 = z O O WY J U) Ow W ZU) F- rn C) r d' N CA It HE KED BOP 8321 9 g OF 10 �Z O O Oo .� Z " Z ILL — 0) O o Z M �< O r -- Loco) 0 W�� N c L - -- -1 J F--- - - - -,�I I F 3 ^ W (03)) E a II I >� III l O�o 11 o � 92 o) z 0< N I II I I I � x I (no I- = W w II I II I , I I II t III III I ; � III g� L - -- - -- -- " 3Q � I I M.A'M BEAF VJ S' - 6/12 ROOF - ____ __ 1_ TPoISSES +24O LL.I i� I HD.I I HD. 0) O 2 x 4 RAFTERS 6 �-- THIS O.H. ONLY CLG. JSTS. s 24'0.C. �. N W v, ROOF R4M INCA PLAN - 3 CAR OPTION CHECKED © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, NC. 1/4"= BOP SGALE : � � DRAWN BY R.E.S. DEIN 8321 MEET NUMBER 10 11 OF # J� C �Z NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents ran TRBBES R-49 4A55 -L Ig1CFTYa MATEPoAL ( FIR:- R:SIStAM SIEATRNG WINN RRST 4' -W', NO P TRATaa ALLaIE> ] LAYERS CF h' TrFE x Gus 4A9B-G R. No MA ALI FIRE- RESISTANT BIEATHrD WITNN FBST 4'4', NO P£TETRATI" ACCRED rOPIIIMS Ma BY,Ih9fiDICTIW@ABED CN TE BtEGFIG 9EIeA0. RiGWIATKM Mm TRN06ES. ]4• oG R -49 NEUL h' TTFE x ale h'T F xGUS x b W= PTID9 e•oc h'ttFE x ale WIPING R -]I IN911L I- WR FIRE RATED WALL t OVERNANICs SCALE : N.TS. GYP6Uh1 WALLBOARD, GYPSUM SHEATHING, WOOD 5TUD5 W' ExTH110R BfIWE: ONE tdTIXb' WCF 92' TTPE x' GTRWI BHFATEY 4 RRD PARALLEL TO ] X 4 APRVD AIR BARRFR UTI,l.D ISTDB ]4' OG WiH 13 /A' WLYAVI4D R:6ilG NAILS d' oL Ai V£RMI.L.MJMB AND I'Na1 .SONS 5Po' aIB fTTFE x'1 At NteIdFDIAtE 81WMND iLP AID BOTtCM RATES. JONR 6 GTFbl1 bEATNNG — BASEBOARD PAr � LsT uTIrFATFD. ondeoR wnorG ro BE Arrpclm TIR13N BIFATNrETO snDa — 3/d' TKv Rn III AIIERLR LATER BPo'TTRx'aU WO�R IESBTAVr GTPCIM bQCMi TNW TAT VARIES -TZ WiTH/J1 Y£E£Rd1BE fFPLED FARM G RGHT AWiIEB to ApPR�X. LLErMi T P.r 9TD9 WapP WATED WILSI 11V IPYa, OM' 51AVC Y4' HEADS, T' OL RrE TEST: 7ZSM WWI YIO (LOAD 26ARWI fYL Re91.4TJB, y11 -65 R -30 N5YATa1 1G' SE47NNG LLDEBIW ION, ) A- MMIT V AWN. BELT OR W' APRVD AIR BARRFR — T STDB I'Na1 .SONS 5Po' aIB fTTFE x'1 —R41 NSIlATION BEE ELEVATlS — BASEBOARD �D RM — 3/d' TKv Rn III METAL RA9H'G d] GaD- 5.A8ON b MIL _ GWD INALLID 4'( BLAB -]I NSILATION . ,. -. R -30 N5YATa1 P.T, BILL PLATE TERF. BARB — PER E15G GALLS VIBE VA SAARIER rOUDATai ARAN — WA41ED (aA'K FILL ftTP) PORCH SLAB CWETAIL —@ SCALE: 1/2' = I' -O' ' SOLID I Bor. aF BE � z oa � GORIG. PAD STS FER FLAN NbYATKN M GIRDER DETAIL G SCALE: 1121 = 1' -0' AR.N'LGRADE C .. 51Ma-E9 Nf Wu4E TIE Pei ENSa GALLS BGR1D V131T BLKG W. Nat SEATNNG 4' GIIf1ER RcR 5/4 x B'sAEGIA TIPICAL BALL CONPTRZT0N1 ]xP RAPIERS � ]d' OL. INSULATE WATER LINE5 R -3 FOR COLD a R -4 FOR HOT. WSEC 503.11 R399i ALL NIII IOR AND II ILR STAIRWAYS BNALL EE rAmVIDED WTN A I'EAHB To ILLII'�INATE TE STAIRS, INCLIIDMG THE LANDINGS AND TADS TO A LEVEL RIOT LEES THAN I T - GA`6LE (H LW') I$ABUpE➢ AT NE CfMER W NE TREES AND LA1yAYA. R3D36:GHTACTIVINSIRIN – LK STREAM NE 0E SNALDM ? INTEWp281RfUpTS, TETE &1/11 BE R3h15 BETE SHALL WE A YNLI SIITN AT EACH RCGR LEVEL A nTOR GR L/4.DlD Ai To CQIILt 14E LKiRMG SIX (p T4E RCP NL �TTQ7 6 WI V ST4RWT WAS 61X OR "IST9 PER PlAl1 1 roRE RISERS - MN TIE pftno a 36 Po6EPb 1RAV 1I READS Et AT EA SIRBGER I`Y�Ir MIR.iRA"1rG AVDNLR3 JC MD CARRAGS &pSACG E WAGE EELS STAIR W 0 5 /S' 1TfE x' GWe r ]x TOE PLATE R3ILL STAIRWro STALL NOT BE LE59 BAN 36 NDES r94 M1) R CLEAR WDiN AT ALL JL POMTS ASR£ TIE PER = NNDRAL NEKMT AND BELOW T R<OIIIIED 4EACR?T1 HEK STAIR CONSTRUCTION DETAIL � NT5. ( SIMILAR) WHEN STICK FRAMED BV{KAbav (Ai BARER STEM WALL DETA4 D GAR1DWELL'G- SEP. SCALE: 112' = 1' -0' SCALE: I/2' = I' -0' � _ EXPANSION TANK REQ. W/ CLOSED PLUMBINCT 5Y5TEM. - SHUIT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAY( 24' IN LENGTH VP VALVE DRAIN LINE TO RUN TO EXTERIOR POINTING DOWN 6' MIN. Drl TO 24' MAX. FROM GROUND. %4' X 22 GAUGE 5EI5MIC STRAP IN THE UPPER AND LOWER THIRDS, W/ MIN. Yd X 2 LAG SCREW a WASHER I I _2 X 4 LEDGER ATTACHED TO 8TUD5 BY YA X 4 LAG SCREWS W/ WASHER (TYPJ FLEEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR ISE PILOT LIGHT 18' A VE FIN. FLR WATER HEATER SUPPORT (WSEG 5047.1) ALL ELECTRIC HOT WATER HEATERS SHALL BE INSULATED (Il BOTTOM) TO R -10 U-EN LOCATED IN AN UNWATEO SPACE OR ONI A CONCRETE FLOOR NSN'L GRADE B'A9R1ALTrELT APPRR¢DNFR3 m AS PER e G CALLS, BORID V NT BIKG 1/t' Hal SEAIHMG d' OVER 5/4 4 x x S' FASCIA TTPIGAL YNLL CaSTRIGTION A°HmvED RM BOARD DBL ]x TOP RATE YI MAR' .. EXT.& NRD — V AERL ELT OR AMRAIRSARRER — • I' Nat EM. som SEE ELEVATIONS ]x 50TT21 PLATE AT V RIM Z 1 f RAE ROLP jR'G. FGRWR PRCHIL `5/SGB 2-bb TOP FL41E rTrP3 R ENO W' EdXTf. PFR ELEV. FLN l =' 5Po' aIB fTTFE x'1 PPDS POLL A 1E ]„ STUp9 E t d] GaD- 5.A8ON b MIL -]I NSILATION 1 vAPJR Bad 1G' SE47NNG IB'AYCOrPPACi aRIBIED ROIX 3 /4'T.IG R'LYWCOD 51BFLGq ]x W "STS GLUED I NAILED Z E ANEW JqM R -30 MSLATIaJ 4- C SLAB M 6 MIL NBaEIII vAFOR BARAER 1 RR M. FERi R.N1 \ – - NOTE ]x P.T, BILL FLATS – I SPACIAL bD REPAR IWI A= WIN ENGNEF U S. • -.. ARB _ RERF. BATS FER ENGG CAL- + • N'PROvED A]DHOR BOLTS PHi E!D'Q C4LG3. BV{KAbav (Ai BARER STEM WALL DETA4 D GAR1DWELL'G- SEP. SCALE: 112' = 1' -0' SCALE: I/2' = I' -0' � _ EXPANSION TANK REQ. W/ CLOSED PLUMBINCT 5Y5TEM. - SHUIT OFF VALVE ON COLD WATER CONN. - FLEXIBLE WATER CONNECTION MAY( 24' IN LENGTH VP VALVE DRAIN LINE TO RUN TO EXTERIOR POINTING DOWN 6' MIN. Drl TO 24' MAX. FROM GROUND. %4' X 22 GAUGE 5EI5MIC STRAP IN THE UPPER AND LOWER THIRDS, W/ MIN. Yd X 2 LAG SCREW a WASHER I I _2 X 4 LEDGER ATTACHED TO 8TUD5 BY YA X 4 LAG SCREWS W/ WASHER (TYPJ FLEEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE - BASE TO FLOOR ISE PILOT LIGHT 18' A VE FIN. FLR WATER HEATER SUPPORT (WSEG 5047.1) ALL ELECTRIC HOT WATER HEATERS SHALL BE INSULATED (Il BOTTOM) TO R -10 U-EN LOCATED IN AN UNWATEO SPACE OR ONI A CONCRETE FLOOR NSN'L GRADE B'A9R1ALTrELT APPRR¢DNFR3 m AS PER e G CALLS, BORID V NT BIKG 1/t' Hal SEAIHMG d' OVER 5/4 4 x x S' FASCIA TTPIGAL YNLL CaSTRIGTION A°HmvED RM BOARD DBL ]x TOP RATE YI MAR' .. EXT.& NRD — V AERL ELT OR AMRAIRSARRER — • I' Nat EM. som SEE ELEVATIONS ]x 50TT21 PLATE AT V RIM Z 1 f RAE ROLP jR'G. FGRWR PRCHIL `5/SGB 2-bb TOP FL41E rTrP3 R ENO AR WAa; AernE MGIATla1 ExIBD BYRFGL IERE PlO1N -N WRLLAlYT1 R- 491NS1ATIa1 £11 USING 4. IN 2. 6 WALL LL WD WR -10 RGD MSIL BD. R -]I NlSLL4TON FER PLAN 1 G16 K aue • WALLS APPROrED VAPOR SHRIEK WETS REa9RED R -21 MSYATILN 3/4 -TVA PLYWOOD SJB0.0JR CUED 1 NAILED R -30 MBULATM fLR JS .PER RArI P.T. BILL PLATE I dNGVDR BOLTS FER TZT_ FER <3G�G CALCF ezb eLADC vIe¢ v TYR. TWO STORY CONFIG n SCALE: 1/2'= I' -0' �`'� I-- O O 1 00 ■ 00 I ZLO Z" O) Zco co (0 CC ob C ^ 0 WNc D Q) CWM 00 0 C rn 2 O < 0 Z `0 r 0 Ww Y V/ �W OW W ZU) L2 r 0) O r (V O) It D1 1 1 1 OF 1 1 �Z l =' AR WAa; AernE MGIATla1 ExIBD BYRFGL IERE PlO1N -N WRLLAlYT1 R- 491NS1ATIa1 £11 USING 4. IN 2. 6 WALL LL WD WR -10 RGD MSIL BD. R -]I NlSLL4TON FER PLAN 1 G16 K aue • WALLS APPROrED VAPOR SHRIEK WETS REa9RED R -21 MSYATILN 3/4 -TVA PLYWOOD SJB0.0JR CUED 1 NAILED R -30 MBULATM fLR JS .PER RArI P.T. BILL PLATE I dNGVDR BOLTS FER TZT_ FER <3G�G CALCF ezb eLADC vIe¢ v TYR. TWO STORY CONFIG n SCALE: 1/2'= I' -0' �`'� I-- O O 1 00 ■ 00 I ZLO Z" O) Zco co (0 CC ob C ^ 0 WNc D Q) CWM 00 0 C rn 2 O < 0 Z `0 r 0 Ww Y V/ �W OW W ZU) L2 r 0) O r (V O) It D1 1 1 1 OF 1 1 �Z I V SIHDI4RJ or tl1)U8- SDS2.51 sit IDl4RJ or b HDU2- SDS2.5 L 1 Header 5 4x10 triple cripples at interior supports, double r.�FdT ripples at ends —nxa, 4' -5 1 /4r""`TS -Z 3t4' ,Beam 2: 5- 1/8x10 -1/2 µ NCmt a. with sa and Header 4: 4x 10 No.1 Hem -Fir double cripples NOZ AI 1 Header 6: double at am a,2e ors " \l.Place structural sheathing wA�mrx;ae eDia+ �wu � under gypsum wall board a -Pena IDEZ o To either side of wall S� e\ in.e x2o-r Qi i0 -9 x b a ^^ Header is non structural '- - - " - -' - -- - -- — - � © COPYRIGHT 2008 NORTH, E requires 412 extended ts HOME DESIGNING, INC. ' wall, each end. Tie trip 1 NM x a/OO MEAD DOCa - -- Culumn 4x4 _. .Beam: 4x8 with BC4 cap and EPB44 base MAIN FLOOR PLAN I® e Footing header 5: expand to 24x24 . Footing beam 2: expand to 28x28 eemene�+e< ^:� I ko I/J' 1' 2' -T 4' -5 I/2' �'.aw across ore+RAit Anchor bolt spacing(3) (in. o.c.) 1 — 318 6d 6 16 72,72 IA 164 - 318 6d 6 14-1/2 69,72 2 285 c 6d 4 8 40,58 2A p M 6d 4 7 II R Footing �y A Beam e 2ue rc' ��III ma s AV EF] 112 C aDK1 3 , 4' -5 1 /4r""`TS -Z 3t4' ,Beam 2: 5- 1/8x10 -1/2 µ NCmt a. with sa and Header 4: 4x 10 No.1 Hem -Fir double cripples NOZ AI 1 Header 6: double at am a,2e ors " \l.Place structural sheathing wA�mrx;ae eDia+ �wu � under gypsum wall board a -Pena IDEZ o To either side of wall S� e\ in.e x2o-r Qi i0 -9 x b a ^^ Header is non structural '- - - " - -' - -- - -- — - � © COPYRIGHT 2008 NORTH, E requires 412 extended ts HOME DESIGNING, INC. ' wall, each end. Tie trip 1 NM x a/OO MEAD DOCa - -- Culumn 4x4 _. .Beam: 4x8 with BC4 cap and EPB44 base MAIN FLOOR PLAN I® e Footing header 5: expand to 24x24 . Footing beam 2: expand to 28x28 eemene�+e< ^:� ^!lla®t�t1i:: Sheath. (Minim. Thick.) Nail (Common or Gay. Box) �'.aw across Nailing of bottom plate (2) (in. o.c.) Anchor bolt spacing(3) (in. o.c.) 1 130 318 6d 6 16 72,72 IA 164 - 318 6d 6 14-1/2 69,72 2 285 3/8 6d 4 8 40,58 2A 325 318 6d 4 7 II Footing �y ,W Beam ��III , It beam I �p p 0 Toot" -" '�uliruii STHD14 or HDU2- SDS2.5 FOUNDATION PLAN �1 �4STHD14 1 4x4 cap base' �r- ti A I braced panel 'ull width of wall _,j, ties withMSTA24 V'4 tg beam 2: nr J. 4) SECOND FLOOR PLAN or 8 -3 /4x 13 -1/2 double cripples 1 (4 $a-- Shear wall type (typical) 1) . Designation in calculations SECOND FLOOR FRAMING PLAN #4 bar continuous EXPANDED FOOTING No.l Door and window headers cripples 4x10 except as noted Roof diaphragm;... 7/16" rated sheathing, minimum, unblocked, 6d nails 6" o.c. along supported edges, blocking between trusses and top chord of truss at end walls. Place Ht tie an every truss and a LGT2 or LGT3- SDS2.5 at each girder truss. SECTION u 1 to� V John R. Tissell, PE, 3504 Meadowbrook Lane S.E. July, 2012 Lacey, WA 98503 -4209, Phone 360 412 -8188, Cell 253 229 -6550 File: YP0712 Site: 16711 Greenleaf Avenue SE (Lot 98), Yelm, WA Structural Summary Refer questions or changes in the structural design to the engineer. The truss drawings have been reviewed and the structural design reflects their loads. Design: Code: 2009 IBC Wind: 85 mph, Exposure B Seismic: Zone D Concrete: 2,500 psi Sod:. 1,500 psf Floor: 40 psf Snow: 25 psf Design by others: Roof trusses Floor "I" joists Material: Lumber: Number 2 Hem -Fir, except as noted Glulams: 24F V4, except as noted Sheathing: structural rated sheathing Framing anchors: Simpson Strong -Tie or equal Foundation: Footing: 15" wide x 6" thick, 1 #4 bars Stem wall: 6" thick, #4 48" o.c. vertically and 12" o.c. horizontally See foundation plan for location of Simpson Strong -Tie hold downs. Locate at double 2x stud, double cripple, stud plus cripple or at single 3x or 4x framing member. Sill Plate: Attach 2 inch (nominal), thick treated wood sill with 1/2 inch anchor bolts embedded at least 7 inches into the concrete and spaced no more than 6 feet apart. There shall be a minimum of two bolts per piece with one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece. See shear wall table for locations requiring closer spacing. A properly sized nut and a plate washer a minimum of 3 inches by 3 inches by a minimum 0.229 inch thick shall be tightened on each bolt to the plate. Do not notch plate for washer or nut. Roof diaphragm: 7116" rated sheathing, minimum, unblocked, 6d nails 6" o.c. along supported edges, blocking between trusses and top chord of truss at end walls. Place H1 or H2.5A tie at every truss and a LGT2 or LGT3- SDS2.5 at each girder truss. Shear Wall Table Wall Type Max. Shear (plf) Sheath. (Minim. Thick.) Nail (Common or Gay. Box) Nail Spacing(1) (in. o.c.) Nailing of bottom plate (2) (in. o.c.) Anchor bolt spacing(3) (in. o.c.) 1 130 318 6d 6 16 72,72 IA 164 - 318 6d 6 14-1/2 69,72 2 285 3/8 6d 4 8 40,58 2A 325 318 6d 4 7 1 35,51 Notes: 1. Spacing along all panel edges. Nail panel interior with nails 12" o.c. to studs, except 6" o.c. for 3/8 or 7116 inch thick panels with their panel length parallel to studs 24" o.c. 2. Spacing for 16d common, decrease 30% for box. If sheathing extends to framing common with sheathing on wall below or mud sill, nailing can be 16" o.c. 3. First number spacing for 1/2" dia. bolts, second for 5/8" dia. anchor bolts and 2x plate. Anchor bolt spacing, when shown as under 6' o.c. required only for shear wall portion of walls. Sill Plate: Attach 2 inch (nominal), thick treated wood sill with 112 inch anchor bolts embedded at least 7 inches into the concrete trod spaced no more than 6 feet apart. Then: shall be a minimum of two bobts per piece with ome bolt located not more Wan 12 inches or less than seven bolt diameters from each end of the piece. See shear wall table for locations requiring closer spacing.- A properly sized nut and a plate washer a minimum of 3 irtches by 3 inches by a minimum 0.229 inch thick shall be tightened on each belt to the plate. Du trot notch plate for washer or nut. Footing: 15" wide x 6" thick, 1 #4 bars Stem wall: 6" thick, #4 A8" o.c. vertically and 12" o.c. hori:zontally M F I L Z- APPROVED STRUCTURAL SUMMARY Ili'�t✓�d4 v �:'�!I