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8641H PlanNORTHWEST HOME DESIGNMI INC. CONSTRUCTION DOCUMENT LICENSE I. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WHICH IS PART OF THE PRICE YOU PAID FOR THIS PRODUCT, NORTHWEST HOME DESIGNING, INC., AS LICENSOR, GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT OF USE FOR THE PURP05E OF CONSTRUCTING ONE STRUCTURE FROM THESE DOCUMENTS. NHD RESERVES ALL RIGHTS NOT EXPRESSLY GRANTED TO THE LICENSEE. 2. OWNERSHIP OF TECHNICAL DRAWINGS: NHD RETAINS THE TITLE 11 USG RIGHTS AND OWNERSHIP OF THESE CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE "WORK" REGARDLESS OF THE FORM OF THE ORIGINAL AND /OR OTHER COPIES. THIS 15 NOT A SALE OF ORIGINAL DOCUMENTS WHATSOEVER 3. COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED, UNAUTHORIZED COPYING OF THESE DOCUMENTS IS EXPRESSLY FORBIDDEN. YOU MAY BE HELD LEGALLY RESPONSIBLE FOR ANY COPYRIC44T 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 TRANSFERRED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF NORTHWEST HOME DESIGNING, INC- IN NO EVENT MAY YOU TRANSFER, ASSIGN, RENT, LEASE SELL, OR OTHERWISE DISPOSE OF THESE CONSTRUCTION DOCUMENTS. 5. MISCELLANEOUS: THIS AGREEMENT IS GOVERNED BY THE LAWS OF THE STATE OF WASHINGTON. NEITHER NHD NOR ANYONE ELSE WHO IS INVOLVED IN THE CREATION, PRODUCTION, OR DELIVERY OF THIS 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 050,000.00) DOLLAR PENALTY. SHOULD YOU HAVE ANY QUESTIONS CONCERNING THIS AGREEMENT, OR IF YOU DESIRE TO CONTACT NHD FOR ANY REASON, PLEASE WRITE US AT: NHD MARKETING DIVISION: 4924 109TH ST. S.W., LAKEWOOD, WA 98499 OR CALL (253) 584-6309. 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 RESIDENTIAL CODE AND RELATED NATIONAL ORDINANCES ONLY, AND MAY NOT COMPLY WITH SPECIFIC 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 517E AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE BEGINNING CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY A LICENCED STRUCTURAL ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND DATA (INCLUDING HIS OR HER LICENSEE "STAMP') WHICH WILL BE SUBMITTED (WHERE REQUIRED) 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. APPROVED PLANS: IRC 1063.1 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY A STAMP WHICH 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 WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: IRC R319.1 ADDRESS NUMBERS. BUILDINGS SHALL HAVE APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD 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 (12.1 MM). WHERE ACCESS 15 BY MEANS OF A PRIVATE 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 IRC WHOLE HOUSE VENTILATION OPTIONS FOR WHOLE HOUSE VENTILATION RATES (CFM) AND CALCULATIONS SEE TABLE M15082 1 SECTION 115083. IRC M1508.4 - INTERMITTENT WHOLE HOUSE VENTING U51NG EXHAUST FANS WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILL SHALL HAVE A 50NE RATING OF 10 OR LESS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM. IRO M15085 - INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR SYSTEM SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M15083 SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. OUTDOOR INLET DUCT SHALL 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. IRCI508b - INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN SUPPLY FAN SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORGED -AIR SYSTEM DUCTS OR THROUGH DEDICATED DUCTS TO EACH HABITABLE ROOM. THE OUTDOOR SHALL BE FILTERED BEFORE IT 15 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. IRO 1508.1 - INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM ALL DUCTWORK SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S SPECS. MUST MEET FLOW RATINGS PER MI5082 AND HAVE FILTER ON THE UPSTREAM SIDE. OUTDOOR INLETS SHALL BE SCREENED AND PROPERLY LOCATED. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE UPSTREAM OF THE HEAT EXCHANGER SHALL BE INSULATED TO R -4. ALL SYSTEMS - THE WHOLE HOUSE VENTILATION FAN SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER WITH THE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL. SET TO OPERATE 8 HOURS A DAY a LABELED. GROUNDED OUTLETS: ALL RECEPTACLES SHALL BE GROUNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATHS SHALL BE INSTALLED ABOVE THE WORK TOP . OTHER RECEPTACLES SHALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR, 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 FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCE° SHALL BE ACCE5515LE FOR INSPECTION, 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 (162 MM BY 162 MM) SHALL BE PROVIDED IN FRONT OF TFaE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOMHEATIER5 SHALL BE PERMITTED WITH AT LEAST AN 18 -INCH (451 MM) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. APPLIANCES LOCATED IN GARAGE: M130 "13 ELEVATION OF IGNITION SOURCE. APPLIANCES HAVING AN IGNITION 5OURCE: SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 NOT LESS THAN 15, INCHES (451 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLIING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M13013.1 PROTECTION FROM IMPACT, APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE: EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: M15023 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 INSTRUCTIONS. IF THE MANUFACTURER'S INSTRUCTIONS DO NOT uPECIFY A TERMINATION LOCATION, THE EXHAUST DUCT SHALL TERMINATE NOT LESS 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. M1502.4.4.1 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 25 FEET (1620 MMFROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. DUCT LENGTH MUST BE REDUCED BY 25 FOR 45° BEND a 5FT FOR 90' BEND FOR A 4" EXHAUST PIPE. RANGE HOOD: M1505.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS SHALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNESS OF 0.0151 -INCH (03950 MM) (NO, 28 GAUGE) WITH 1/4 INCH (6.4 MM) CLEARA%CE BETWEEN THE WOOD 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. T14E 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 DAMPER OR OTHER MEANS TO CONTROL INFILTRATION/EXFILTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING AN INTEGRAL EXHAUST SYSTEM, AND LISifED AND LABELED FOR USE WITHOUT AN EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD. EXHAUST DUCTING: M1503.1 GENERAL. RANGE HOODS SHALL DISCHARGE 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 R303B EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MIN. ROOM TEMPERATURE OF 68° F AT A POINT 3' 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 AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIC)NS. ALL HEATING DUCTS WITHIN UNCONDITIONIED SPACES SHALL BE INSULATED TO R -8. DUCTS INSTALLED UNDER SLABS SHALL MBE INSULATED TO R -5. VENTILATION DUCTS: ALL DUCTS SHALL 'TERMINATE OUTSIDE THE BUILDING. FAN DUCTS SHALL BE EQUIPPED WITH BACK (DRAFT DAMPERS AND SHALL BE INSULATED TO A MIN. OF R -4 IN AN UNCONDITIONED `SPACE. PIPE INSULATION: W5EC 503.11 PIPE INSULATION; ALL PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE TO R -4 FOR HOT 1 R -3 FOR COLD. DISTRIBUTION: WHERE OUTDOOR AIR SUFPPLIES (WINDOW OR WALL PORTS) ARE SEPARATED FROM FAN LOCATIONS BY DOORS, ADEQUATE AIR FLOW SHALL BE ENSURED BY UNDER CUTTING DOORS OR; INSTALLING GRILLS OR TRANSOMS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 142" ABOVE THE SURFACE OF THE FINISHED FLOOR COVERING. SPACE HEATING TYPE: (WAC 51 -II -1302) (FOR THE PURPOSE OF DETERMINING BUILDING ENVELOPE REQUIREMENTS, THE FOLLOWING TWO CATEGORIES COMPRISE ALL SPACE HEATING TYPES: ELECTRIC RESISTANCE: SPACE HEATING SYSTEMS WHICH USE ELECTRIC RESISTANCE ELEMENTS AS THE PRIMARY HEATING SYSTEMS INCLUDING BASEBOARD, RADIANT, AND FORCED AIR UNITS WHERE THE TOTAL ELECTRIC RESISTANCE HEAT CAPACITY EXCEEDS ONE WATT PER SQUARE FOOT (OF THE GROSS CONDITIONED FLOOR AREA. EXCEPTION: HEAT PUMPS AND TERMINAL. ELECTRIC RE515TANCE HEATING IN VARIABLE AIR VOLUME DISTRIBUTION SYSTEMS. OTHER: ALL OTHER SPACE HEATING SYSTEMS INCLUDING GAS, SOLID 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 HEATING AND COOLING AND GAS -PACK UNITS WITH GAS HEATING AND ELECTRIC COOLING, COMPILIANCE NEED ONLY BE DEMONSTRATED FOR THE LARGER OF THE SPACE HEATING OR SPACE COOLING LOAD FOR THE SELECTED SYSTEM SIZE. 1WSEC 50322 EXCEPTION I.) TEMPERATURE CONTROLS: W5EC 5038.1 THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE MROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAY6/WEEKEND5) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PE:R DAY. EACH ADDITIONAL SYSTEM PROVIDED WITHIN A DWELLING UNIT SHALL BE PROVIIDED WITH AT LEAST ONE ADJUSTABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5 -2 PROGRAMMABLE SCHEDULE (WEEKDAYSNIEEKEND5). INDOOR DESIGN TEMPERATURE: INDOOR DESIGN TEMPERATURE SHALL BE 10' FOR HEATING AND 16' FOR COOLING. (W5EC 3}021.) DAMPERS: OUTSIDE AIR INTAKES, EXHAIUST OUTLETS AND RELIEF OUTLETS SERVING CONDITIONED SPACES SHALL BE EQUIPfPED WITH MOTORIZED DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM 15 SHUT C) F OR UPON POWER FAILURE. (WAC 51- II- 1412.4.1) EXCEPTIONS: I. SYSTEMS WHICH REQUIRE CONTINUOUIS OPERATION. 2. COMBUSTION AIR INTAKES. 1 GRAVITY (NON- MOTORIZED) RELIEF !DAMPERS ARE ACCEPTABLE IN EQUIPMENT WITH LESS THAN 5,000 CFM TOTAL SUPPLY FLOW WHEN IN BUILDINGS LESS THAN THREE STORIES IN HEIGHT. 4. TYPE I GREASE HOODS EXHAUST. FIREBLOCKING: R30211 FIREBLOCKING, IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF 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: I. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS. 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. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 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 FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19, 6. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. LiGan3e .. wx ta use of document Use Meaan% -:cgd by MAR 2 7 2013 CD C) 06 ■ 00 Z M ENENE� N w U- Z Z° co CD 65 �w E Y/ . U WLO� W0E I. O 00 0) O = s_ Z 0 (0 Ww Q U) �w O of Z� _ F_ 0) O r N C -1 1 11 OF 11 �o �z 4" GONG. SLAB W/ THICKENED EDGE 1 1 — L tsv. sv. GROWL SPACE ACCESS _____________________ 4 G.LU.JELL_____ S.V. I 5.V. 6 APPROVED 6X6 6 OST F OOTING C PER - CA LL-5. (2 PLC'5.) EDGE OF SLAB 13' -6 1/2" 6' -5 1 /z" 1-10 11" I6' -3" RO. 20' -0" 1 20' -0" 0 EA FOUNDATION 4 FRAMING PLAN, SGALE : 1/4"= V-011 © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. PROVIDE GRALUL SPACE VENTILATION PER IRG 11,480 Sq. Ft. x 1/150= 9.8(o Sq, Ft. VENT AREA REQ'D) 0 0 0 �~ r � � Q Iffla 1 41 I I I _ �.► : �vp 1 4" CONC. 5LA5 I 4" COMP. SAND / GRAVEL BASE 0 SLOPE SLAB TOUAFW DOOR I .. (2)'4 BARS CON[T. IN FTG. e DOOR OPENIN* EDGE OF SLAie� 1 - e �T 1' -4 1/2" 9' -3" F O. 12' -0m RATION PLAN W1 3 SGALE : 1/4 "= I'_011 VAPOR BARRIER IN CRAWL - SPACE: A GROUND COVER OF 6 MIL BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12" MIN AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES F THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIN THICKNESS OF 3 -1/1 °. (WISED 502Jb.1) SOILS: IRO R4OL4.1 M LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, THE LOAD - BEARING VALUES IN TABLE R401.4.I SHALL BE SLOPE: IRO R403.15 THE TOP 5UFFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT NAVE A SLOPE EXCEEDING I UNIT VERTICAL IN 10 UNITS HORIZONTAL. (10% SLOPE). EROSION CONTROL: ADJOININ, PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DARING CONSTRICTION, REMODELING AND DEMOLITION WORK VERIFY METHOD WITH LOCAL JURISDICTION DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STOW SELLER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION 60 AS TO NOT GATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (52 MM) WITHIN THE FIRST 10 FEET, FOUNDATION WALL 51ZE: R404152 CONCRETE WALL THIOQNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. FOUNDATION ANCHOR BOLTS: WOOD SOLE PLATES AT ALL EXTERIOR WALL5 ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH AWHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1529 MM) ON CENTER BOLTS SHALL BE AT LEAST I/2 INCH (12.71 MM) IN DIAMETER AND 5HALL EXTEND A MINIMUM OF T INCHES (I16 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (30511) OR LESS THAN SEVEN BOLT DIAMETERS. FROM EACH END OF THE PLATE SECTION. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R311.1(4) ENDS OF WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A 1/2" AIRSPACE ON TOPS, SIDES AND ENDS UNLESS NATURALLY DURABLE OR PRE5ERVATIVE- TREATED WOOD IS USED. FOUNDATION: CHIMNEYS: RI0032 FOOTINGS FOR MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCRETE OR 50LID 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 SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. CONCRETE STRENGTH: IRO R4022 CONCRETE SHALL HAVE A MINIMUM SPECIFIED CO- PRES51 VE STREWTH AS SHOWN IN TABLE R4022. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR S- 5HEET5. FILL: FILL TINDER GROUND - SUPPORTED SLABS SHALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL. SEISMIC REIN- FORCING: R403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2, AS ESTABLISHED IN TABLE R30120),, SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM 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 WHERE A CONSTRUCTION JOINT 15 GATED BETWEEN A CONCRETE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO.4 BAR SHALL BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A MINIMUM OF 14 NCHE5 (35T MM) INTO THE STEM WALL. FOUNDATION FOOTING DEPTH: IRC R403.1.4 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST W" BELOW UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO COJFOW WITH MOST AND SEISMIC CONDITIONS. R40314.1 - R403.1.42 FOUNDATION FOOTING 51ZE: R40311 MINIMUM SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 AND FIGURE R403.10U. THE FOOTING WIDTH, "W ", SHALL BE BASED ON THE LOAD - BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE R401.41 SFREAD FOOTINGS 514ALL BE AT LEAST 6 INCHES (152 MM) IN THICKNESS, 'T ". FOOTING PROJECTIONS, "P', SHALL BE AT LEAST 2 INCHE5 (SIMM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4.1. FOUNDATION WALL DAMP - PROOFING: 8406) CONCRETE AND MASONRY FOUNDATION DAMP - PROOFING. EXCEPT WHERE REQUIRED BY SECTION R4062 TO BE WATER PROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMP - PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. 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 0 ■ 00 L0 Z LO ILL � N Z Z° M CD 00 E LO O CO Q N WEE 00 o of O ' 0 = Q Z ~0/ Ww J vJ Ow W ZF_ a) r N 0) NT al 1 1 OF 6 1 �o �1z 8 f - - - - -- — - - -� — — — — --- LtJ J >] DEL. J5T5. 6 t I" I 1 I j L 1 J L I J L I J I 0 I> T /gyp /L�� p�{/� I CONIC. FTG. t APPROVEID POST QQSE VIV"NYL �7f -/iV� I'D A5 FER ENG'5 GALCS. T-YP. m l l 12" VAPOR BARRIER r r 110'-011 L J L J L J 10.0 1 10' -0 1 0' -011 0 t t I: NI I o r t I I.I N� r L J L I kr a L J .Q I1T I T T NI � -1 F_ OUr FOR WRNL L t J _ _ _ _� PLEENU e a L J L J---- _J �I L1J I t1-1 I I IF_ T1 L J III I e 6 II II SLAB ON CsRADE F L Q - 6 4" CONC. SLAB 6 L _J L 4" COMP. SAND I GRAVEL BASE — — — -- i SLOPE SLAB TOWARD DOOR — 8 04 STUB INTO GONG. INT ® BARS OUT 15" 4" GONG. `SLAB a O.C. 7HICKENEUp EDGE ALL SLA BS 4 I - —W/ � ®� - s (2) #4 — °F I - -J - F G—C- APPROVED 6X6 6 OST F OOTING C PER - CA LL-5. (2 PLC'5.) EDGE OF SLAB 13' -6 1/2" 6' -5 1 /z" 1-10 11" I6' -3" RO. 20' -0" 1 20' -0" 0 EA FOUNDATION 4 FRAMING PLAN, SGALE : 1/4"= V-011 © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. PROVIDE GRALUL SPACE VENTILATION PER IRG 11,480 Sq. Ft. x 1/150= 9.8(o Sq, Ft. VENT AREA REQ'D) 0 0 0 �~ r � � Q Iffla 1 41 I I I _ �.► : �vp 1 4" CONC. 5LA5 I 4" COMP. SAND / GRAVEL BASE 0 SLOPE SLAB TOUAFW DOOR I .. (2)'4 BARS CON[T. IN FTG. e DOOR OPENIN* EDGE OF SLAie� 1 - e �T 1' -4 1/2" 9' -3" F O. 12' -0m RATION PLAN W1 3 SGALE : 1/4 "= I'_011 VAPOR BARRIER IN CRAWL - SPACE: A GROUND COVER OF 6 MIL BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12" MIN AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES F THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MIN THICKNESS OF 3 -1/1 °. (WISED 502Jb.1) SOILS: IRO R4OL4.1 M LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, THE LOAD - BEARING VALUES IN TABLE R401.4.I SHALL BE SLOPE: IRO R403.15 THE TOP 5UFFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT NAVE A SLOPE EXCEEDING I UNIT VERTICAL IN 10 UNITS HORIZONTAL. (10% SLOPE). EROSION CONTROL: ADJOININ, PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DARING CONSTRICTION, REMODELING AND DEMOLITION WORK VERIFY METHOD WITH LOCAL JURISDICTION DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STOW SELLER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION 60 AS TO NOT GATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (52 MM) WITHIN THE FIRST 10 FEET, FOUNDATION WALL 51ZE: R404152 CONCRETE WALL THIOQNESS. THE THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE. FOUNDATION ANCHOR BOLTS: WOOD SOLE PLATES AT ALL EXTERIOR WALL5 ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH AWHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1529 MM) ON CENTER BOLTS SHALL BE AT LEAST I/2 INCH (12.71 MM) IN DIAMETER AND 5HALL EXTEND A MINIMUM OF T INCHES (I16 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (30511) OR LESS THAN SEVEN BOLT DIAMETERS. FROM EACH END OF THE PLATE SECTION. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R311.1(4) ENDS OF WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A 1/2" AIRSPACE ON TOPS, SIDES AND ENDS UNLESS NATURALLY DURABLE OR PRE5ERVATIVE- TREATED WOOD IS USED. FOUNDATION: CHIMNEYS: RI0032 FOOTINGS FOR MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCRETE OR 50LID 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 SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTH. IN AREAS NOT SUBJECTED TO FREEZING, FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. CONCRETE STRENGTH: IRO R4022 CONCRETE SHALL HAVE A MINIMUM SPECIFIED CO- PRES51 VE STREWTH AS SHOWN IN TABLE R4022. CONCRETE SUBJECT TO WEATHERING SHALL BE AIR ENTAINED AS SPECIFIED IN TABLE R4022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR S- 5HEET5. FILL: FILL TINDER GROUND - SUPPORTED SLABS SHALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL. SEISMIC REIN- FORCING: R403.13 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN CATEGORIES DO, DI AND D2, AS ESTABLISHED IN TABLE R30120),, SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM 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 WHERE A CONSTRUCTION JOINT 15 GATED BETWEEN A CONCRETE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO.4 BAR SHALL BE INSTALLED AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE VERTICAL BAR SHALL EXTEND TO 3 INCHES (16 MM) CLEAR OF THE BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A MINIMUM OF 14 NCHE5 (35T MM) INTO THE STEM WALL. FOUNDATION FOOTING DEPTH: IRC R403.1.4 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST W" BELOW UNDISTURBED GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO COJFOW WITH MOST AND SEISMIC CONDITIONS. R40314.1 - R403.1.42 FOUNDATION FOOTING 51ZE: R40311 MINIMUM SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 AND FIGURE R403.10U. THE FOOTING WIDTH, "W ", SHALL BE BASED ON THE LOAD - BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE R401.41 SFREAD FOOTINGS 514ALL BE AT LEAST 6 INCHES (152 MM) IN THICKNESS, 'T ". FOOTING PROJECTIONS, "P', SHALL BE AT LEAST 2 INCHE5 (SIMM) AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4.1. FOUNDATION WALL DAMP - PROOFING: 8406) CONCRETE AND MASONRY FOUNDATION DAMP - PROOFING. EXCEPT WHERE REQUIRED BY SECTION R4062 TO BE WATER PROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSED INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMP - PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. 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 0 ■ 00 L0 Z LO ILL � N Z Z° M CD 00 E LO O CO Q N WEE 00 o of O ' 0 = Q Z ~0/ Ww J vJ Ow W ZF_ a) r N 0) NT al 1 1 OF 6 1 �o �1z 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 40' -0" i9'-II 1/2" 13' -5 1/2" 6' -1" 1 -01, 12,_4ll /_,_ II Q,_211 13,41 RATIO -- ------------------------ 1 - - - - -- ________________ 3 SH 30 SH 3 5H N X EGRESS EGRE S 8 — FLUSH HEARTH 1468 (OPTIONAL) �e =36�1"mANLtFBS FIREPLACE c\ IIY 0 INSTALL PER HFR5. SPECS — WIG" (OPTIONAL) cv AWS 15 -6X14 15-6X13 R 4 5 ER 2 X ° - LL 0 � 0 s 3' -10" 12' -9" NOM SD EF. 2 S -6 X 14 ,an 2468 5' 50AKING TUB N LINEN 0 c0 - -- 3R_2ii _m _ _ 7668 S CM COMBO _ 1 2 ° e _ o KITCHEN W " 1 REF. v 1 `� BED is�"f uN RANGE EF. I DRYER WASHER d - 10 -0 X 10 -3 *F.I� �j PtANTRY I I K U r s 'Vz CLOSET s e e w. 7 m STEP SD /CM UN4 FURN. BATHs COMBO 2468 I� 3" DIA. BOLLARD O SD N ' TOYER BED W. N I VVVRL I pl WXIO — I EGRESS 5040 HSL 1050 FIX SG. COVID FOR CH N I I WRAP P.T. 6X6 POST n N .1 IX CEDAR CAP 4 BASE TRIM ADHERED STONE VENEER BASE 20' -0" (2 PLC'S.) Rno I /I .2 W /I 0 0 FLOOR PLAN, @ COPYRIGHT 2013 NORTHWES1f HOME DESIGNING, INC. SCALE : 1/4, "= P -C" _ 0 Q O ,1111 J- f � 0 m 9 50 Ell � i 9/0 X 8/0 CAP I m 61-0" /Q' -011 12' -0" Y LAN W/ 3 D C AREA: 240 50, FT. 5CALE : 1/4N= 1'_011 AREA SUMi1AR� TOTAL ARE4 IAW 8f. IOU 59' DEPTH TOTAL All" 468® &F. Ild 581 DEPTI'I GARAGE: 394 5F. COVERED PORCH : 106 S.F. GLASS AREA: 115 5F. GLAZING PERCENTAGE (GL / FL): 10.9 i W/ 53' DEPTH GLAZING PERCENTAGE (GL / FL): 10.4 % W/ W/ 55' DEPTH M5013.1 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING "NUTONE' QT 130 1.0 SONES 102 CFM @ .25 WS SOURCE SPECIFIC VENTILATION SHALL HAVE A MINIMUM FAN FLOW RATING 2 "NUTONE" QT 80 1.5 SONES 63 CFM .25 WS NOT LESS THAN 50 CFM AT 015 INCHES WATER GAUGE FOR BATHROOMS, NOTES: 1. USE QT 130 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) @ ALL OTHER LOCATIONS. s LAUNDRIES, OR SIMILAR ROOMS AND 100 OFT! AT 035 INCHES WATER GAUGE 8 FOR KITCHENS. MANFACTWRERF FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AMCA 310. M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC S Ell � i 9/0 X 8/0 CAP I m 61-0" /Q' -011 12' -0" Y LAN W/ 3 D C AREA: 240 50, FT. 5CALE : 1/4N= 1'_011 AREA SUMi1AR� TOTAL ARE4 IAW 8f. IOU 59' DEPTH TOTAL All" 468® &F. Ild 581 DEPTI'I GARAGE: 394 5F. COVERED PORCH : 106 S.F. GLASS AREA: 115 5F. GLAZING PERCENTAGE (GL / FL): 10.9 i W/ 53' DEPTH GLAZING PERCENTAGE (GL / FL): 10.4 % W/ W/ 55' DEPTH M5013.1 SOURCE SPECIFIC EXHAUST FANS. EXHAUST FANS PROVIDING "NUTONE' QT 130 1.0 SONES 102 CFM @ .25 WS SOURCE SPECIFIC VENTILATION SHALL HAVE A MINIMUM FAN FLOW RATING 2 "NUTONE" QT 80 1.5 SONES 63 CFM .25 WS NOT LESS THAN 50 CFM AT 015 INCHES WATER GAUGE FOR BATHROOMS, NOTES: 1. USE QT 130 (100 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. LAUNDRIES, OR SIMILAR ROOMS AND 100 OFT! AT 035 INCHES WATER GAUGE FOR KITCHENS. MANFACTWRERF FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AMCA 310. M150132 SOURCE SPECIFIC VENTILATION CONTROLS. SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEWMIDISTATS, TIMERS, OR OTHER APPROVED MEANS, SOURCE SPECIFIC VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. M50133 SOURCE SPECIFIC VENTILATION DUCTS. SOURCE SP'ECffIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED 5PACE5 SHALL BE INSULATED TO A MINIMUM OF O R -4. TERMINAL ELEMENTS SHAW HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK TERMINAL ELEMENTS FOR EXHAUST FAN DUCT CO SYSTEMS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY Q BY LEAVES OR OTHER MATERIAL, MINIMUM 50% NET FREE AREA SHALL I MEET THE REQUIREMENTS OF R3035. 00 ■ 00 DUCT WORK: SEALING: UISEC 503.103 ALL DUCTS, AIR HANDLERS, FILTER LO BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SECTION 11I6013 OF THE INTERNATIONAL FE51DENMAL CODE OR SECTION 603.9 OF THE INTERNATIONAL MECHANICAL CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAT LO THE DUCTS ARE SEALED. A SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS SHALL BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY BY N THE TESTING AGENT. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHAW BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. BUILDING AIR LEAKAGE TESTING: WSEC 502.45 BUILDING ENVELOPE AIR ■► LEAKAGE CONTROL SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED TO HAVE AN AIR LEAKAGE LE55 THAN OD0030 SPECIFIC LEAKAGE AREA (51-A) WHEN TESTED WITH A BLOWIER DOOR AT A PRESSURE OF 50 PASCALS (0] INCH WG.). TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, O INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, M VENTILATION, AND COMBUSTION APPLIANCES AND SEALING THEREOF. WHEN REQUIRED THE CD BY BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHAW BE RECORDED ON THE CERTIFICATE REQUIRED IN SECTION 105.4. 4 C EGRESS DOOR 83112 AT LEAST ONE EGRE55 DOOR SHAW BE PROVIDED L0 O FOR EACH DWELLING UNIT. THE EGRESS DOOR SHAW BE SIDE - HINGED, AND SHAW PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (513MM) WHEN MEASURED THE FACE BETWEEN OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (151 RAD). THE MINIMUM CLEAR HEIGHT OF THE LU LM DOOR OPENING SHALL NOT BE LESS THAN 18 INCHES NWI MM) IN HEIGHT N CU MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE Q STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE ^ LL MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE W OR EFFORT. E GARAGE/DWELLING DOOR: R3025.1 OPENING DO O PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM 0) 2 USED FOR SLEEPING PURPOSES SHAW NOT BE PERMITTED. OTHER 0 AN OPENINGS BETUEEN THE GARAGE D RESIDENCE SHALL BE EQUIPPED O WITH SOLID WOOD DOORS NOT LE55 THAN 13/8 INCHES (35 MM) IN THICKNESS, 50LID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I 3/5 INCHES (35 MM) THICK, OR 20- MINUTE FIRE -RATED DOORS. 5_ Z EXTERIOR DOORS: GLAZING AREA: TOTAL AREA OF THE GLAZING Q MEASURED USING THE ROUGH OPENING, AND INCLUDING THE GLAZING, SASH AND FRAME FOR DOORS WHERE THE DAYLIGHT OPENING AREA IS LESS O THAN 50 PERCENT OF THE DOOR AREA, THE GLAZING AREA 15 THE O DAYLIGHT OPENING AREA. FOR ALL OTHER DOORS, THE GLAZING AREA IS THE DOOR AREA ONE LAYER 5/5" TrFFX' GIB BETWEEN GARAGE 1 HOUSE COAT. W W FOUNDATION TO ROOF SHT'G. OR ON ALL WALLS 4 CLW. OF GARAGE WHEN Y DUIELL'G. UNIT 15 ABOVE GARAGE, ALL W4LLS AND CLG. OF GARAGE SHALL HAVE MIN. ONE LAYER 5/8" TYPE "X' READ. NAILIWS SHALL BE • TOO. < Q ON BOTH EDGE N FIELD w/ bd (2 ") NAIL5. PENETRATIONS SHAW BE STEEL )FERROUS, OR COPPER PIPES OR I HR RATED ASSEMBLIES. NO WINDOWS SHAW BE PERMITTED IN GARAGEA4OlU5E WALL. PERMANENTLY MOUNTED LIGHT FIXTURES PROVIDING OUTDOOR LIGHTING SHALL BE HIGH EFFICIENCY UNLESS EQUIPPED WITH A BUILT -IN PHOTO SENSOR A MINIMUM OF 50% OF ALL INDOOR LIGHTING SHALL BE HIGH EFFICIENCY FIXTURES. W UPC 6081 FOR WATER PRESSURE HIGHER THAN 80 P51 AN O W APPROVED PRESSURE REDUCING VALVE (PRV) SHALL BE INSTALLED. z W T_ N It Attention: Building Official THIS PLAN IS FOR ONZ BUiWING PU MIT ONLY. 4 VENTILATION REQUIREMENTS "NUTONE' QT 130 1.0 SONES 102 CFM @ .25 WS 130 CFM @ .10 WS 2 "NUTONE" QT 80 1.5 SONES 63 CFM .25 WS 80 CFM �d .10 WS NOTES: 1. USE QT 130 (100 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 REQUIREMENTS OF WSEC MUST BE MET. BY 8641 H 2 RI 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 6 ROOF FRAMING I FLAN, SCALE : 1/411_ 11 -011 © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. PROVIDE ATTIC SPACE; VENT PER IRO: 2,100 5F X 1 /150 = 14 -0 SR VENT REQ'D. Q MFR TRUSSES a 24" I Q n Q ,Q R -49 INSUL. %- TYFE 'x' GLLa - CL455 -C ROOFMG MATERIAL 1 FIRE- RESISTANT SHEATHING WITHIN FIRST' W -0" NO PENETRATIONS ALLOWED F ROOF VENT WITHIN 4' CF GlW$ EAVE WITH SOLID BLOCKING 0.455 -C ROOFING MATERIAL 4 MFR TRUSSES R 24' O.G. IIII FI�-RE515TAT SHEATHING WITHIN FIRS 4' -0 ", NO PENETRATIONS ALLOUEO R -49 INSUL. 'TYPE x'Gla '4y' TYPE 'X' GOB -. f I %" TYPE 'X GWB II_0 6 2 x 6 WOOD STUDS W" O.C. • W' O.G. V. TYPE 'X' GTPSAM SFEATHIG y4„ n.� •X� %" TYFE 'X GYPSUM SFEATHIG ------------------------ W43N uRYING ¢ irF4'x' GrPau9 EXTERIOR SHEATHING EXTERIOR 6VffTWM OVERE HAL& S2j' T G RIMO NAIL SIZE EXTERIOR SIDING TO 2i "GALVrWI1ID ROOFRIG NAILS. SIDING R -21 INSUL. UL RBII 1 -22 -10 R -21 INSUL. UL DESIGN U3H) (OPTIONAL) ZO AS REWIRED 5Y JIURISDICTION BASED ON 51TE SPECIFIC SETBACK INFORMATION 00 E 1 -NR 1=1RE RATED WALL 4 0yERNAN3 S SCALE : N.T.S. }� - - -- - - - - - - - - - - - - - - - -- - - - -- -- ___ - HDR - -- HDR __� I - - -- - - -- - II II - HDR ____ r- _ I HDR ___ _____ __ _-,:- II II _____ ____ ___� 1 I K _7 E JI - I 1 I I I I ' I I I I I I I ' ' I I LL II Ili I � O II IIr p e r 11 II II I I ry ---------- - N IF II ____ ----- ____ ___ _ 1 Q, I II ( ) FJ2N. ODEL r — — -;I / T 95. 55 % AFUE. OPT. L X.IN A IC. \/ 34" SHT' . FOR 1 _ __ LATFOR 1. NOTE / -------- \ I Li D. WEI T. L -1� EI -- - - -- --------------- -------- ls- n RIDGE . _ I C, I III D I -1-7 22" x 30" AT IO F`_7 li li ii AGG SS PAN EL II ` - -- - - -- ----- ----- ------ --- - -- - - -J W/ 30' MR H J41Gi. ____ _____ _ -,I r- Ir___ 1 .. I I IL_ I II II ` - -- - - -- ----- ----- -- =7 r 'I I � I I --------------- I I I I __ -_ -_ -J I I 2 I '(OVE I I I I ' I I I Y' II �v0 I �____ - - -' -_HD H li I T 1 I I I K GI ER 5 m m _BEAM :12 PITCH - 14'-0" SPAN (VIP) I li li TRUSSES Is 24" OL. Al 5:12 PITCH 20'-0" SPAN (VII) TRUSSES s 24" O.C. III S HDR APPROVED POSITIVE POST TO BEAM CONN. AS PER ENG'Cx CALCS, TYP. 6 ROOF FRAMING I FLAN, SCALE : 1/411_ 11 -011 © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. PROVIDE ATTIC SPACE; VENT PER IRO: 2,100 5F X 1 /150 = 14 -0 SR VENT REQ'D. Q MFR TRUSSES a 24" I Q n Q ,Q R -49 INSUL. %- TYFE 'x' GLLa - CL455 -C ROOFMG MATERIAL 1 FIRE- RESISTANT SHEATHING WITHIN FIRST' W -0" NO PENETRATIONS ALLOWED F ROOF VENT WITHIN 4' CF GlW$ EAVE WITH SOLID BLOCKING 0.455 -C ROOFING MATERIAL 4 MFR TRUSSES R 24' O.G. IIII FI�-RE515TAT SHEATHING WITHIN FIRS 4' -0 ", NO PENETRATIONS ALLOUEO R -49 INSUL. 'TYPE x'Gla '4y' TYPE 'X' GOB -. f I %" TYPE 'X GWB 2 .6 WOOD STUDS 2 LAYERS GF J 2 x 6 WOOD STUDS W" O.C. • W' O.G. V. TYPE 'X' GTPSAM SFEATHIG y4„ n.� •X� %" TYFE 'X GYPSUM SFEATHIG EXTERIOR SHEATHING W43N uRYING ¢ irF4'x' GrPau9 EXTERIOR SHEATHING EXTERIOR 6VffTWM OVERE HAL& S2j' T G RIMO NAIL SIZE EXTERIOR SIDING TO 2i "GALVrWI1ID ROOFRIG NAILS. SIDING R -21 INSUL. UL RBII 1 -22 -10 R -21 INSUL. UL DESIGN U3H) (OPTIONAL) ZO AS REWIRED 5Y JIURISDICTION BASED ON 51TE SPECIFIC SETBACK INFORMATION 00 E 1 -NR 1=1RE RATED WALL 4 0yERNAN3 SCALE : N.T.S. GYPSUM WALLBOARD, GYPSUM SHEATHING, UJ00D STUDS I'` EXTERIOR SIDE: ONE LAYER 48' WIDE 518' TYPE "x" GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4 O WOOD STUDS 24. O.G. WITH 13/4" GALVANIZED ROOFING NAILS 4" OL. AT VERTICAL JOINM AND Z T' OL. AT INTEL IATE STUDS AND TOP AND BOTTOM PLATES. JOIMS OF GYPSUM SFEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED TIROWH SHEATNNG TO STUDS. INTERIOR SIDE: ONE LAYER 50" TYPE"X" Gd16, WATER RESISTANT GYPSUM BACKING THICKNESS' AFFROX WEIGHT: VARIES 1 Psf BOAIRD, OR GYPSUM VENEER EASE APPLIED PARALLEL OR AT RIGHT ANGLES TO FIFE TEST: SEE WP 3510 STUDS WM4 6D COATED N41L5 110" LONG, 0098" SHANK 114" HEADS, T' OC "' (LOAD EARL) (UL 83501 -41- 48.9 -TI -65 UL DE81W WIA,, UL RBII 1 -22 -10 Z UL DESIGN U3H) ROOF FLAN W /3RD CAL3 SCALE : 1/411= 11-011 NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRO 311(3) SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD. COLUMNS AND POSTS: IZ3111A WOOD COLUPNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE- PRESERVATIVE - TREATED WOOD. R4013 STRUCTURAL REdJIREMENTS. THE COLUMNS SHALL BE RESTRANED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LE55 IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES, PLYWOOD SUB FLOORING SHALL BE 3/4" T.4G COX OR II /16" 05B (GLUED 4 NAILED). NAILING SHALL BE 100 s 6" O.C. ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAF S WALL AND ROOF SHEATHING SHALL BE 1/1" COX OR 146' 056 NAILED W/ 8D m w O.C. ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: R502b BEARIII THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LE55 THAN 15 INCHES (38 MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (16 MM) ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1-INCH -13Y -4 -INCH (25.4 MM BY 102 MM) RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. R502b.1 FLOOR SYSTEMS. J015T5 FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES (16 MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE 10D FACE NAILSAWOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY THE NAILED LAP IS PERMITTED. BEARING PARTITIONS: 8502.4 JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH 50LID BLOCKED WITH LUMBER NOT LESS THAN 2 INCHES (51 MM) IN NOMINAL THICKNESS SPACED NOT MORE THAN 4 FEET (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF -- FFICIENT 51ZE TO CARRY THE ADDITIONAL LOAD. WALL FRAMING: IRC R60231 WOOD STUD WALLS SHALL BE CAPPED WITH A DOABLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24 ". CURING AND NOTCHING: R602b MAY NOT EXCEED 25% IN BEARING OR EXTERIOR WALL5, MAY NOT EXCEED 40% IN NON - BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% WITH A 5/8" TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD 15 DOUBLED, HEADERS: IRO 502.10 OPEN[W-,5 IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOISTT, WHEN THE HEADER JOIST EXCEEDS 4', THE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF 51FFICIENT GROSS SECTION TO SUPPORT THE FLOOR JOIST FRAMING INTO THE HEADER BEARING PARTITIONS: 85024 JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE 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 (1219 MM) ON CENTER BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS: THE PRESCRIFYVE PATH METHOD OF THE IRO WAS NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD. LUMBER GRADING FOR VARIOUS WOOD MEMBERS: POSTS (CRAWL SPAGEI 245TR DF POSTS (OTHER) M OF JOISTS, BEAMS AND 5TRIN3ERS_2lBTR H/F BUCKS, BLOCKING, BRIDGING, ETCJUTILITY WF STUDS (2X4 4 LARGER) -248TR H/F RAFTERS 24BTR H/F HEADERS 248TR OF BEAMS M OF SUB FLOOR-----3/4" T/G PLYWOOD OR III 05B SHEATHING (WALL5) —II COX PLYWOOD OR 1/16" 05B SHEATHING (COMP. ROOF)_ 15/32" COX F'LYWD OR 146" 056 SHEATHING (SNAKE. ROOF)— IX4 24BTR H/F "SKIP SHTHG." SHEATHING (TILE. ROOFI_1X6 245TR H/F (PER MFGR SPECS) "SKIP SNTG." SILLS, SLEEPERS, NAILING BLOCKS_ P.T. (EMBEDDED IN CONIC.) DF, H/F • OR PER ENGINEER OF RECORD. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. W� 0D 0 Ww o I'` cn O N_ Z Q cU ■ 00 Z "' � CV Z ILL. ZO M 00 E 00 U W� 0D 0 Ww o j cn O N_ Z Q cU a) C C 0 2 W� 0D 0 Ww o j O > Z vJ r Ow W Of ZF- ■■ 0) T- 0') CV 8641 H 3 3 OF 6 O vJ r Ow W Of ZF- ■■ 0) T- 0') CV 8641 H 3 3 OF 6 5/4 x 4 Cf KNEE BRACE, TYP. COMI-051TION ROOFING — I X 2 TRIM BD. ON 5/4 XB BARGE BD. TYR SHINGLE 51DING; I X 2 BATTENS A 16 "O.C. ON EXT. PANEL SIDING 5/4 x 4 TRIM, TYR 5/4 x 10 BAND BD. TYP. - 5/4 X 4 SILL e 10' ANGLE 6" LAP SIDING TOP PLATE WIN 8 r ADHEIR£D STONE VENEER WAINSCOAT W/ 3" 'OONC. CAP, TYR FRONT ELEVATION © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. SCALE : 11411- V-011 LEFT ELEVATION SCALE : I /411= 1' -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 2 x 4 BACKER 4x6— — 2 x 4 93RACE e 45 GEGREE5 GABLE LINE 3.. 2 x 4 BACKER GA5LE BRACE DETAIL Atterution: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. L � SMOKE ALAR15: R3143 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IM-EDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING WITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 5UFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DUELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. -kG4T 1 VENTILATION: IRC 8303.1 ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZPKa AREA OF NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL HAVE A MIN OPENABLE AREA TO THE OUTDOOIRS OF 4 PERCENT OF THE FLOOR AREA BENG VENTILATED. EGORE55 WINDOWS: IRC 83101 ALL SLEEPING ROOMS AND BASEMENTS ARE REQUIRED TO HAVE EGRESS WIND015. THE WINDOW SHALL HAVE A MINMUM NET CLEAR OPENABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24 ". THE MINIMUM NET CLEAR O FNABLE WIDTH DIMENSION SHALL BE 20 ". THE WINDOW $HALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR WINDOW WELLS SHALL BE PROVIDED WHEN EGRESS WINDOWS HAVE A FINISHED SILL HEIGHT BELOW ADJACENT GROUND ELEVATION THE WELL SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MIN" ACCESSIBLE NET CLEAR OPENING OF 9 SO. FT, WITH A MINIMUM DIMENSION OF 36 ", WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" SHALL BE EQUIPPED WITH A PEd9ANENT LADDER IN DUELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12" (1829 mm) ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" (610 mm) ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, GLAZING BETWEEN THE FLOOR AND 24" (( 10 w) SHALL BE FIXED OR HAVE OPENINGS THROUGH W41CH A 4" DIA. (102.) SPHERE CANNOT PASS. HATCHES AND DOORS: 50214.4 ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (Ea,, ATTICS AND CRAWL SPACES) SHALL BE UEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF UPICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCE55 15 OPENED, AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE NSTALLED R -VALUE OF THE LOOSE FILL INSULATION. SJOWER STALL SUfr-ACING: 83012 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND N SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT 5URFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR SHOWER AREA5: 8301.1 SHOWERS SHALL BE A MINIMUM SIZE OF 30" BT 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING, WATER CLOSET CLEARANCES IRC 8301.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR SPACE IN PRO14T SHALL NOT BE LESS THAN 21 ". WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED WATERPROOF MATERIAL. UTILITY ROOM WALL BOARD: ALL SURFACES IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TU55 SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. GYPSUM WALLBOARD: R1023B WATER - RESISTANT GYPSUM BACKING BOARD. GYPSUM BOARD USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO A5TM C 13 %, C 1118 OR 01215. USE OF WATER - RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILINGS WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR 1/2- INC14-THICK (12.1 MM) OR 16 INCHES (406 MM) FOR 5 /8- INCH -THICK (16 MM) GYPSUM BOARD. WATER- FE515TANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLA56 I OR II VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER R102315.1 LIMITATIONS. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THEM WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. SCALE : 1/4 1'- ajkF w. r I�— 0 1 00 ■ 00 Z"' Li") � N Z° M 00 E 1 LO O � U WLoc: C� 1..1- W rn °' 2CO O a) _ O 0 Z 0 O U) 0 W LEI Q vJ L1J 0 L Z ''�^^ vJ 2 F- 0) T- N 0) Nt 8641 H 4 OF 6 �Z STEPS DOWN TO GRADE SACK ELEVATION © COPYRIGHT 2013 NORTHWEST HOME DESIQ3NING, INC. SCALE : 1/411= V-011 TRUSSES: IRC 550211.1 - R502.112 WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGNEERNG PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL COMPLY WITH MISI/TPI L TIDE TRJ56 DESIGN DRAWNGS SHALL BE F1;EPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE 5TATUE5 OF THE JURISDICTION IN WHICH THE PROJECT IS TO BE CONSTRICTED TRUSSED SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY. ROOF TRJSS DESIGN(S) AND SHOP DRAWINGS $HALL BE PROVIDED TO THE BUILDING OFFICIAL AT THE TIME OF PERMIT APPLICATION AND SHALL BE ON SITE PRIOR TO ERECTION. ORDERING OF TRUSSES $HALL NOT BE DONE PRIOR TO FIELD MEASUREMENT OF BUILDING FRAMING TO VERIFY DRAWIN3NELD ACCURACY. STORE TRJ55E5 IN A FLAT DRY LOCATION AND COVER FROM THE ELEMENTS UNTIL PLACEMENT. R9052.1 ROOF SLOPES FROM 2 UNITS VERTICAL BY 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL BY 12 W ITS HORIZONTAL, UNDERLAYMENT SHALL BE 2 LAYERS OVERLAPPING 19 INCHES. FOR SLOPES OF 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL OR GREATER UNDERdAYMENT SHALL BE I LAYER OVER- APPPING 2 INCHES. RAFTERS: IRC RM3 RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE AT LEAST I" NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEY AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LE56 THAN 2' NOMINAL T4I004E55 AND NOT LESS N DEPTH THAN THE CUT Elm OF THE RAFTER RAFTER OPENING5: IRO R5023 OPENINGS IN ROOF N CEILING FRAMING SHALL BE FRAMED WITH HEADER N TRIMMER JOUSTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER J015T MAY BE A SINGLE MEMBER THE SAME 51ZE AS THE CEILING JOIST OR RAFTER WHEN THE HEADER JOIST SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMNG INTO THE HEADER R9032.1 LOCATIONS. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE 15 A CHANGE N ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICIQJESS OF NOT LESS THAN 0019 INCH (05 MM) (NO. 26 GALVANIZED SHEET). R103S FLASHING APPROVED COR RO510N- RE515TANT FLASHING SHALL BE APPLIED 54NGLE- FASHION N A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF- ADHERED T MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORR0510N- RESISTANT FLAS4I435 SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLA59IN3 AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RE515TIVE BARRIER FOR SUBSEQUENT DRAINAGE. 2. AT Tiff INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRICTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPING$ AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTERS. WEATHER RESISTIVE SHEATHING PAPER R1033 WATER - RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, 0011PLYNG, WITH ASTM D 26 FOR TYPE I FELT OR OTHER APPROVED W SHALL BE APPATER - RESISTIVE BAR21E,R SA LIED OVER STUDS OR v .., BE FELT 'HER AND NER T ELEVATION W13 5(,-ALE : 114 "= I' -011 } CD 0 ■ 00 Z "' N ILL Z° M 1 co E /w Lo O Y/ U Wm� W 0) z TO 0 2 O Z Iwo o O Ww J vJ W O ry Z ^L 1_ -r F- 0) r It N 0) 8641 H 5 1 5 OF 6 1 Uzi r` 0 CD 0 ■ 0000 V Ln Z"' to aIYN'L GRnDE 15' ASPH. FELT OR Vary �T 3 /G AFRV'D AIR BARRIER 01% —R -7 INSULATION ► FLR JSTS. PER PLAN 5/6' GWB (TYPE "X') 2x STUDS I6" O.C. O FF R -30 INSULATION 2x STUDS I" NOM. EM. SIDING EM. fIN PER ELEV. NAaelcaE TIE / 3/4" T.4G PLYWOOD SUBFLOOR R -21 INSULATION SEE EAFRV'D RIM — BA6EBOARD 15• FELT as PER EIG'G col.ce GLUED t NAILED Z 4" CONC. AB CN b MIL urxancx eaves TO nrNraN ma r anx — 3/4" rK1 PLYWOOD OUEFLOOR snR+9 , �K,6 sP� aeo�E FesA *xaaonea nmE 3/4" T.46. PLYWOOD 6UBFLOOR METAL FLASH'G GLUED t NAILED VlSaffeN VAPOR BARRIER LL Ia• Nav eVEATYNHG 2- a e _N NUAMM E00NC.PAD \/\/\ 2. RIM JOISTS GLUED 4 NAILED Q" SHEATHING 4' COMPACT CPoISQff ROCK R -4eN Tu V\/\� 4 LONG. SLAB V� l EXPANSION JOINT R -30 INSULATION B�. sre OUB R -30 INSULATION -.. . Z o ] -2vb TDP PATE OKING 4z BEAM 4' CONC. SLAB ON 6 MIL 9/i DFAIa 3x GUSSETS NbfdIEEN VAPOR BARRIER FLR STS. PER PLAN �� III FLR bib. P£R F'LNJ R -]I nmluAncN Z STUB OUT •4 BAR •- !', •- —2z P.T. SILL PLATE � - usetuBWa4x1B:aDERMYxswN.L P.T. POST !.• 2x P.T. SILL PLATE xIbm I24'03. - Z_ uw.L FILL VOID uun -m RreD lvaL W. ( ANCHOR POSTS AGAINST LATERAL _ IZT CM3TRICfICN — APPROVED ANCHOR BOLTS rERF. BARS DOWNSPOUT — APPROVED ANCHOR BOLTS F NOTE: VERIFY ANCHOR BOLT 611E ARIE WHEN TRUSSED MOVEMENT PER EWa'S. CALCS. GHiLINE PER ENG'6. CA CS. - t SPACING AND WITW E O REITF. BARS PER ENG'S. OALOS . PER ENGG LALCS — •'� : SIZE t SPACING WITH ENGINEER OALC'b. U JD06 BLACK vl5a VAPOR BARRER PER ENG'G CA-CS �! +` ZC6 BLACK VISO. VAPOR BARRIER aa9 FE aR ID06 BLACK 'Sa VAPOR BARRIER FTG DRAIN IN REII BARS M C6 WASHED ROCK FILL fTiPJ FER ENG'G LALCS A°PR Aet B40SR FOUNDATION DRAIN W ^; ,•NLM. E1(f. 91DI1G R -:I INN,u7ION PER ENO. ` `I � ELEVAnQl9 UNSHED ROCK FILL (TYPO ca 3/4'TXa PLYYpOD EiPACOR Q T, �TlR'I PLAIE (TIED 1 NAILED I� C�IIRDER DETAIL C AREA 5EP. DETAIL PORCH 5LA5 DETAIL � STEM WALL DETAIL WO) E RRJS PER PLAN P.T. SILL PLATE 5CALE: 1/2" = I' -(D" SCALE: 1/2" = 1' -0I' +� SCALE: I/2" = I' -D" SCALE: 1/2" = I' D" � O a�DREDL„:P� I;;;IIIIIIIE Q O Z —_' ¢¢6 BLADK vIE¢ v EAldtIER U1 � WIriJA7KN DRAM R ENG' Iwo O W A RCCTC N (TTP) ROOF BUILD -UP TYR ONE STORY COWIG COMP. ASPHALT Ra�1NG W w ON 150 BLDG. FELT B ON 'r:^ CDX SHPG Y SCALE: I/2" = I' -0" ROOF MEMBERS E 24" O.G. Q J OPT, FUII LOCATION. 12 YORK (TM) FURN- MODEL 5 TG95. S55% AFUE_ DUCT 4 BLOWER DOOR RAISED PLATFORM FOR EXPANSION TANK REQ. W/ TESTING REQUIRED. wSTALLATON OF FURNACE O LLj PER CHPTR !9 W.SE.G. N ATTIC. Ll l INSULATE WATER LINES R -3 FOR CLOSED PLUMBING SYSTEM. z COLD 4 R -4 FOR HOT. WSEC 503.11 SHUT OFF VALVE ON COLD WATER CONN. FLEXIBLE WATER CONNECTION MAX 24" IN LENGTH 5/3 GWB T F' VALVE DRAIN LINE TO RUN TO INTERIOR WALL BUILD -UP EXTERIOR WALL BUILD-UP — 11 EXTERIOR POINTING DOWN 6 " MIN. 2- TOP PLATES EXT. SIDING PER ELEVATIONS' o TO 24" MAX. FROM GROUND. - 2x4 STUDS 0 I6" O.G. ON APPROVED VAPOR BARMIER CO Vs" GWB ON 11/2" CDX SHT'G \ 1x4 BOTTOM PLATE 1 - 1x6 TOP PLATES ON 1x6 STUDS a I6" O.C- Y4" X 22 GAUGE SEISMIC STRAP 6 W / IN5UL PER CODE � FLOOR BUILD -UP ON '/2 GWB IN THE UPPER AND LOWER TIH IDS. _ FL OR UILD GLUED � NAILED 2x6 BOTTOM PLATE W/ MIN. Y4 X 2 LAG SCREW 4 WASHER _ FLOOR JOISTS 6 16" O.C. AS PER FLOOR FRAMING PLAN I I I I 2 X 4 LEDGER ATTACHED T() >,a. STUDS BY Y4 X 4 LAG SCREUU5 APPROX. GRADE _ _ APFROX GRADE W/ WASHER (TYP.) TI fT - - - -�I �� T — — T ' INSUITPER CODE FLEXIBLE GAS CONN. ll ll ll ll ll ll ll ll_ ll ANCHOR WATER HEATER la" MIN. cfRAWi SPACE TO BASE -BASE TO FLOOR I I I I � I %� w/ 6 MIL vaPOR BARRIER RAISE ABOVE PILOT N. FLR HT IS° 5E CT I OI `4 � A TYPICAL. _J L _ _ _ _ _ _ I CHECKED © COPYRIGHT 2013 NORTHWEST HOME DESIGNING, INC. SGAL.E 1/4"= 11-011 Attention: Building Official ESM WATER HEATER, SUPPORT � THIS PLAN i5 FOR ONE BUILDING PERMIT ONLY. DRAWN BY (U5EC 5042.1) ALL ELECTRIC HOT WATER HEATERS SHALL BE INSULATED INCI BOTTOM) MJW TO R -I0 WHEN LOCATED IN AN UNHEATED SPACE OR ON A CONCRETE FLOOR DESIGN IIIIIIIII 8641 H NOTE While every attempt has been made to assure the accuracy of these drawings, ALL 6 6 OF 6 INFORMATION MUST BE VERIFIED prior to ordering any raw materials or sited Components. Any structure) components Any enn �O specified are for reference only and must be verified with the ENGINEER OF � RECORD's "S- Sheets" and/or (attached) documents GENERAL NOTES: POST -BEAM CONNECTIONS The Builder is responsible for using safe work practices Positive connections shall be provided at post -beam connections to ensure and conforming to all safety ordinances. The Builder is to against uplift and lateral displacement. Anchorage of walls and columns to verify all dimensions prior to starting work. Any changes foundations shall be provided in accordance with plans and shear wall sched. to structure must be reviewed and approved by Pacific GLUED LAMINATED BEAMS (GLB) Northwest Engineering Inc. All methods, materials, and Glued laminated wood beamis shall be per ANSI A190.1, American National workmanship shall be in accordance with the International Standards for structural glued laminated timber. Use Grade DF 24F -V4, Building Code (IBC) 2009 Edition. Fb =2,400 PSI, Fv= 240 P5Z unless noted otherwise on the plans. DESIGN LOADS LAMINATED VENEER LUMBER (LVL) ROOF LOAD: SNOW 30 PSF, DEAD 15 P51F Laminated veneer lumber shall be Doug Fir (DF) meeting the requirements of FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF ASTM 02559 with rain parallel to the length of member, Fb =2,200 PSI, Fv= WIND SPEED: Vs 3 -Sec= 85 MPH, Iw =1.0, EXPOSURE "B" 285 PSI, E=1.8 x 102 PSI. SEISMIC: DESIGN CATEGORY "0 ", Ss =1.51 , S1 =0.50 , Ie =1.0, Site Class "D", R= 6.5 PARALLEL STRAND LUMBER PSL SOILS: Parallel Strand Lumber shall be manufactured per NER -292 meeting the Soil bearing of 1500 PSF is assumed. It is the contractors requirements of ASTM 02559 with grain parallel to the length of member, Fb -2,900 PSI, Fv= 290 PSx, E=2.0 x 106 PSI. responsibility to verify that the site soils provide this minimum bearing capacity. TIMBERS FOUNDATIONS: ALL LUMBER TO BE AS FOLLOWS: Exterior footings to be a minimum of 18" below finished BEAMS 0F #2 OR BETTER grade bearing on native undisturbed soil. Back fill with dry POSTS DF #2 OR BETTER soils. Bnckfill next to a retaining wall n minimum of 24" with PROTECTION AGAINST gECAY AND TERMITES: a gravel c well draining soil. Soils under footings and slabs IBC 2304.11, Wood used above ground shall be pressure treated in accordance e with AWPA Ul for the following conditions: to be 95% compacted to a Modified Proctor Density (ASTM 1. Joists, Girders and Subfloors that are closer than 18" to exposed D1557). All construction on fill soil shall be reviewed by a ground in crawl spaces or enexcavated areas located within the registered geotechnical engineer. perimeter of the building foundation. REINFORCING STEEL: 2. Wood framing including sheathing that rest on exterior foundation All reinforcing steel to be GRADE 60 PER ASTM A -615. Lap walls and are less than 8 inches from exposed earth. all splices a minimum of 32 bar diameters or 18 ". Lap 3. Sleepers, sills, ledgers, posts and columns in direct contact with horizontal steel at corners and intersections in footings and concrete or masonry. walls with corner bars. All field -cut ends, notches and drilled holes of preservative- treated wood shall Minimum concrete cover for reinforcing steel: be treated, for use category UC4A per AWPA U1 -07, in the field using a INTERIOR FACES OF SLAB AND WALL BARS 1 -112" 9.08% Copper Naphthenate (CuN) solution such as "End cut Solution" EXPOSED TO WEATHER OR EARTH 1 -112" FOR #5 AND (Cunapsol -1) in accordance with the product manufactures directions. SMALLER AND 2" FOR #6 AND LARGER. DRAG STRUTS: FOOTING BARS REQUIRE 3" COVER. Across openings in shear walls and at the end of a shear wall that continues CONCRETE: with a non -shear wall nail top plate splice with a minimum of (12) 16d nails; All concrete materials and placement shall conform to the see also detail 215 -0 for additional specifications. IBC 2009 Section 1901. Minimum compressive strength shall PREFABRICATED JOISTS AND ROOF TRUSSES be 3000 PSI* at 28 days with a maximum water /cement Prefabricated joists and roof trusses are deferred submittal items and are to be ratio of .45. All concrete shall be air entrained 5 +/ -1 %. Max designed, fabricated and installed per the latest Truss Plate Institute aggregate size = 7/8 ". standards. Pre - fabricated items to be designed by a licensed Professional *Special Inspection not required. 3000 PSI compressive Engineer. Fabricator to provide all connection design and details. Where strength is specified for weathering protection. trusses are not provided to complete the roof system, overframing members and FLOORING AND ROOFING: their connections shall be provided. Overframing details shall be included in the truss shop drawings in order to provide loading conditions consistent with the Plywood Sub Flooring shall be 4" T &G CDX or OSB (glued and modeling of the trusses. The overframing and related details shall be designed nailed). Nailing shall be 10d @ 6 "o.c. along panel edges, and under the direction of the truss engineer. Where trusses align with shear walls, .1 index II be 48 24 Stagger end lops. 12 o.c. in field. Span nd she / a special truss shall be provided I ded that has been designed to transfer the s eci is 99 P f r f P P P 9 P Roof sheathing shall be 2" CDX or 17" OSB nailed w /8d @ 6" wind and seismic loads shown on the plans. The truss shall be designed to V transfer the load between 'the roof sheathing and the shear wall below. The o.c. along panel edges, and 12" o.c. in field. Span index shall truss shall be designed to transfer a minimum of 100 plf along the length of the be 24/0. Stagger end laps. truss. All temporary and pelrmanent bracing required for the stability of the FLOOR FRAMING: truss elements under gravitry loads and in -plane wind or seismic loads shall be Use double joists under all parallel partitions that extend designed by the truss enginleer where the top chord is not directly attached to more than 1/2 the length and around openings. the roof sheathing, the truss engineer shall design and show the placement of all Prefabricated flooring materials by others. required top chord bracing land connections on the truss shop drawings. Any TYPICAL BUILT UP COLUMN: bracing loads transferred to the main building system shall be identified and All columns not specified or otherwise noted on the plan are submitted to the engineer of record for review. Design calculations and shop to be two studs which are spike laminated drawings shall be submitted) for review by the engineer or record prior to together with 16d nailing at 6" on center staggered. All submitting to the building official for approval. columns supporting girder trusses or glue laminated beams are P.T. WOOD CONNECTORS to be three studs which are spike laminated together with 16d All metal connectors coming in contact with P.T. wood shall be Simpson nailing at 6" on center staggered. "Z- Max ", triple zinc coated, or hot dipped galvanized for corrosion resistance. HEADERS ANCHORAGE All headers not specified or otherwise noted on the plan are All anchor bolts embedded in concrete or masonry shall be be A307 UNO. to be 4x8 DF #2 or (2) 2x10 HF #2 with at least one cripple and Expansion bolts into concrete not otherwise specified shall be Simpson one stud for each end for openings <5' wide and two cripples and STRONG -BOLT Wedge Anchor. Install in accordance with ICC ESR -1771, one stud for all others. including minimum embedment depth requirements. TYPICAL WALL NOTES: Epoxy- Grouted items specified on the drawings shall be grouted with Simpson Stud framing shall be Hem -Fir U.N.O. Anchor bolts shall be e" SET -XP Epoxy. Install in accordance with ICC ESR -2508. and no more than 48" apart embedded at least 7 ". There shall NAILS: be a minimum of 2 bolts per piece (sill plate), with 1 bolt Nailing of wood framed members to be in accordance with IBC located within 12" of each end of each piece. Anchor bolt 2009 table 2304.9.1 unless otherwise noted. Connection designs washers shall be 3 "x3 "x%4" square and tightened to the plate. are based on "Common PI Holdowns and fasteners shall be Simpson U.N.O. Install per Wire nails with th e manufacturer's instructions. All bearing walls over 10' following properties. shall be laterally braced at 4' o.c. ENNEY D DIAMETER L LENGTH 1. DIAPHRAGM BOUNDARY NAILING. s 2. PLYWOOD OR OSB, ONE OR TWO SIDES - SEE SCHEDULE. 3. WALL CHORD MEMBER - SEE (12) SID'S STAGGERED AT EACH 13 e SHEAR WALL SCHEDULE. SIDE OF TOIP PLATE SPLICE 4. AT SECOND STORY CONDITION 4' -0' MIN. LA- 3 PROVIDE TES PER PLAN. P SIMPSON ST6224 STRAP TIE 10 5. FLOOR JOISTS - SEE PLAN. (2) 16d 0 16" O.C., TYP. 1 1/.2' IN. K 6. 2 X STUDS AT 16" O.C. AT ALL DOUBLE TOP PLATE o_ SHEAR WALLS U.N.O. 7. SILL PLATE AND ANCHOR BOLTS BEAM PER SCHEDULE. (8) 16d 3 8. HOLDOWNS AT SHEAR WALL @1 ENDS AS SHOWN ON PLAN. e 9. FOOTING SIZE AND REINFORCING DOUBLE 2 X STUDS, to PER PLAN. TYP. U.N.O. 3 10. DOUBLE STUD OR COLUMN -SEE (3) 16dS STAGGERED AT EACH 2 X STUDS 0 16" O.C. OR PLAN. SIDE OF SPLICE WINDOW MULLIONS II 11. OPENING. e 12. HEADER - SEE PLAN. 13. RIM JOIST OR S.O.G. - SEE PLAN. TYPICAL NAILED SPUCE APPLIES WHEN NO OTHER SPLICE IS INDICATED. 13 EDGE NAIL DIRECTLY TO P.T. NOTE: SPLICE PLATES ARE OVER STUD OR MULLION. SILL AT S.O.G. LOCATIONS. SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AS 9 INDICATED ABOVE. TYPICAL SHEAR WALL ELEVATION 2 TYPICAL PLATE SPLICE ON N.T.S. BEAM TO FRAME N.T.S. N.T.S. EDGE NAIL SHEATHING TO HOLDDOWN ---777 CONTINUOUS DOUBLE HEADER CHORDS AND TO TOP PLATES / rTOP PLATE F SOLID BLK'G AT ALL - UNSUPPORTED EDGES RIM JOIST WHERE CRAWL SPACE, AT S.O.G., EDGE - NAIUNG ATTACHES DIRECTLY TO P.T. SILL PLATE P.T. SILL PLATE, ANCHOR - BOLTS PER SW SCEER, ry Jr1t KWALL REFER TO SCHEDULE REFER TO SCHEDULE (2) 2 X IN II II III I PLATES W F` A �Cx4 �.;3. ew •i c "'x# ;. ill sA STUDS AT 16" O.C. U.N.O. STEM WALL OR CONTINUOUS NOTES: FOOTING - REFER TO PLAN 1. MAINTAIN 3/8" MIN. EDGE 3. PLACE FACE GRAIN OF TYPICAL DISTANCE FROM PLYWOOD PLYWOOD HORIZONTAL. SHEATHING TO NAILS, 4. FOR NON -SHEAR CHORD STUD AND SHEAR WALL 2. EDGE NAILING TO BE APPLIED WALLS, USE SINGLE KING `t N.T.S. 10 ALL PANEL EDGES. STUDS. SYMBOL LEGEND: Ex] BUILT UP STUDS # OBEAM # CALLOUT (x) HOLD DOWN CALLOUT S _W#1 SHEARWALL CALLOUT X SECTION REFERENCE D- IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. (OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERT( JOINTS (PANEL SHEATHING USED AS CORNER (BRACING W/ LONG DIMENSION (PARALLEL TO STUDS WALL FRAMING SIDING MA PEER PLAN RI N JOIST AT RAISED '•'FLOOR, EDGE NAIL DIRECTLY TO P.T. SILL AT S.O.G. `:'v 8d NAILS O 6" D.C. AT EDGES & SEAMS AND 8d NAILS O 12" CODE NAILING TO BOT. O.C. IN FIELD U.N.O. ON SHEAR PLATE AND P.T. SILL WALL SCHEDULE ,-, TEAL SHEAR WALL SHEATHING J N.T.S. ,`Y AV' WALL f ANCHOR SCHEDU U. Staid & 2x Bottom Plate Sill Plate Attachment APA RNted Nail Size & Spacing Blocking Size Rim Joist Or Attachment Block Connection Capadt Label 6beattaC O Etlgo O Adjoining To Top Plate Nailing To Wood Anchor Balt To 5111 Plate Size Y (o) (b) (cd) (m) (d) (e) Edges Below Concrete Below O Foundation (PLF) (_) (O (n) (g) (b) (0 G7 (1) (a) (k) Wax./wad SWI 14e "O58 one Side .131x2 -)i" O 6" O.C. 2x LTP4 O 48 "OC 16d O 6" D.C. ® 48" O.C. 2x 240/335 SW2 Tae CBS 00. Side .131x2 -Y" O 4' O.C. 2x LTP4 O 32 "OC 16d O 6" O.C. " ® 32" O.C. 2x 350/490 SW3 $e OSB Prae So. .131x2 -)F O 3" O.C. 3x LTP4 O 12 "OC 16d O 4" O.C. " ® 24" O.C. 2x 450/630 SW4 °4CM9 Ome Side .131x2 -V O 2" O.C. 3x LTP4 O 8 "OC 16d O 4" O.C. " ® 16" O.C. 2x 585/820 2 ROWS 16d C 4 SW5 WOSB Bodh Sides .131x2 -)h" O 4" O.C. 3x LTP4 O 8'OC D.C. & UP4 0 16" PC ® 16" O.C. 2x 700/980 AT BUK'G TO PLATE 2 ROWS led 0 4 SW6 3(e'OSB Boith Sides .131x2 -V O 3" O.C. 3x LTP4 O 6"0C D.C. & LPa a is. OC ® 12" O.C. 2x 900/1260 AT BLK'G TO PLATE `7, :f e. Install panels vertically, or horizontally if framing spacing exceeds 16" O.C.. '.fti` Where shealhiing Is applied on both sides of wall, panel edge pints on 2x framing shall be staggered so that joints on the 'b apposite sil are not located on the some studs. wall sheathing and nailing for the Provide shear entire length o the walls in 9 9 indicated on the Ions. Ends of full 9 height walls are exterior of the building, window p 9 designated by 9, fo or doorways or re designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwplls require sheathing above and below all openings. - Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown e'. posts. Refer to the holdown details for additional information. f Intermediate (framing to be with 2x minimum members. Field nailing 12" o.c. 0.1 Based on 0.131x1 -1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed over ® shenthinn. IL ie A35 or BBC dips in lieu of LTP's for roof hlnnkinn to in,. nl,de Where two maws of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule Anchor bolts shall be provided with steel plate washers 0.229 "x3 "X3 ". Embed anchor bolts minimum 7" into the concrete. Where the unit Phi lr capacity for wind or seismic exceed 400 FILE, plate washers shall extend to within )2" of the sheathing edge. Pressure treolted materials can cause excessive corrosion in the fasteners. Provide hat - dipped galvanized (electro plating is not acceptable) Daik and connector plates (framing angles ect) for all connectors in contact ith pressure treated f b See detail on details page for Simpson MAS /MASP anchor bolt option. AI Notes'( Where wood slhiething is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be connected toggether by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. Contact the 6nginear of record for adhesive alternatives to cast in place anchor bolts. (special inspection may be required) Fastener. Simp�.an Product Label Modtel Number Anchor Bolts (h) (a) ((b) (c) (g) Nolling Strews (d) (e) (N (1) STHD1 4 /S1HUI4RJ (2) STUDS W/ (24) 16d (1)•• HDU5 - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SBg6x24 (2) S1HDliO /STHDIORJ (2) STUDS W/ (20) 16d (3) IMST37 (2) STUDS W/ (22) 16d (4) MST:48 STRAP (2) STUDS W/ (34) 16d (5) HD(08 -SDS - (3) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB36X24 (6) MSTC4I8B3 STRAP (2) STUDS W/ (38) 10d Install all holdlown anchors per manufacturer { All metal connectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coated or hat dipped galvanized for corrosion protection. Contact the HDU5 are z 0 5 C 0 tt v m m LU Z°� e h r LU CC W m O j U ZZ�N N d � L. o u In y w rv. U a� Z a a <W" f/ n fyZf J: � J A 2 6 2013 ORIGINALS AMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMEN5IONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DE5IGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS VNAUTHORTZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND 15 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 0\ LO T v �3c3 D rn LU 2 Obr)� Z ¢M EV05URE: B WIND 5PEEb: 05 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: CSB DATE: 03 -25 -2013 SCALE', AS NOTED PROJECTNUMBER: PINE 13 -210 SHEET NO'. SO EDGE NAIL SHEATHING TO HOLDDOWN ---777 CONTINUOUS DOUBLE HEADER CHORDS AND TO TOP PLATES / rTOP PLATE F SOLID BLK'G AT ALL - UNSUPPORTED EDGES RIM JOIST WHERE CRAWL SPACE, AT S.O.G., EDGE - NAIUNG ATTACHES DIRECTLY TO P.T. SILL PLATE P.T. SILL PLATE, ANCHOR - BOLTS PER SW SCEER, ry Jr1t KWALL REFER TO SCHEDULE REFER TO SCHEDULE (2) 2 X IN II II III I PLATES W F` A �Cx4 �.;3. ew •i c "'x# ;. ill sA STUDS AT 16" O.C. U.N.O. STEM WALL OR CONTINUOUS NOTES: FOOTING - REFER TO PLAN 1. MAINTAIN 3/8" MIN. EDGE 3. PLACE FACE GRAIN OF TYPICAL DISTANCE FROM PLYWOOD PLYWOOD HORIZONTAL. SHEATHING TO NAILS, 4. FOR NON -SHEAR CHORD STUD AND SHEAR WALL 2. EDGE NAILING TO BE APPLIED WALLS, USE SINGLE KING `t N.T.S. 10 ALL PANEL EDGES. STUDS. SYMBOL LEGEND: Ex] BUILT UP STUDS # OBEAM # CALLOUT (x) HOLD DOWN CALLOUT S _W#1 SHEARWALL CALLOUT X SECTION REFERENCE D- IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. (OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERT( JOINTS (PANEL SHEATHING USED AS CORNER (BRACING W/ LONG DIMENSION (PARALLEL TO STUDS WALL FRAMING SIDING MA PEER PLAN RI N JOIST AT RAISED '•'FLOOR, EDGE NAIL DIRECTLY TO P.T. SILL AT S.O.G. `:'v 8d NAILS O 6" D.C. AT EDGES & SEAMS AND 8d NAILS O 12" CODE NAILING TO BOT. O.C. IN FIELD U.N.O. ON SHEAR PLATE AND P.T. SILL WALL SCHEDULE ,-, TEAL SHEAR WALL SHEATHING J N.T.S. ,`Y AV' WALL f ANCHOR SCHEDU U. Staid & 2x Bottom Plate Sill Plate Attachment APA RNted Nail Size & Spacing Blocking Size Rim Joist Or Attachment Block Connection Capadt Label 6beattaC O Etlgo O Adjoining To Top Plate Nailing To Wood Anchor Balt To 5111 Plate Size Y (o) (b) (cd) (m) (d) (e) Edges Below Concrete Below O Foundation (PLF) (_) (O (n) (g) (b) (0 G7 (1) (a) (k) Wax./wad SWI 14e "O58 one Side .131x2 -)i" O 6" O.C. 2x LTP4 O 48 "OC 16d O 6" D.C. ® 48" O.C. 2x 240/335 SW2 Tae CBS 00. Side .131x2 -Y" O 4' O.C. 2x LTP4 O 32 "OC 16d O 6" O.C. " ® 32" O.C. 2x 350/490 SW3 $e OSB Prae So. .131x2 -)F O 3" O.C. 3x LTP4 O 12 "OC 16d O 4" O.C. " ® 24" O.C. 2x 450/630 SW4 °4CM9 Ome Side .131x2 -V O 2" O.C. 3x LTP4 O 8 "OC 16d O 4" O.C. " ® 16" O.C. 2x 585/820 2 ROWS 16d C 4 SW5 WOSB Bodh Sides .131x2 -)h" O 4" O.C. 3x LTP4 O 8'OC D.C. & UP4 0 16" PC ® 16" O.C. 2x 700/980 AT BUK'G TO PLATE 2 ROWS led 0 4 SW6 3(e'OSB Boith Sides .131x2 -V O 3" O.C. 3x LTP4 O 6"0C D.C. & LPa a is. OC ® 12" O.C. 2x 900/1260 AT BLK'G TO PLATE `7, :f e. Install panels vertically, or horizontally if framing spacing exceeds 16" O.C.. '.fti` Where shealhiing Is applied on both sides of wall, panel edge pints on 2x framing shall be staggered so that joints on the 'b apposite sil are not located on the some studs. wall sheathing and nailing for the Provide shear entire length o the walls in 9 9 indicated on the Ions. Ends of full 9 height walls are exterior of the building, window p 9 designated by 9, fo or doorways or re designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwplls require sheathing above and below all openings. - Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown e'. posts. Refer to the holdown details for additional information. f Intermediate (framing to be with 2x minimum members. Field nailing 12" o.c. 0.1 Based on 0.131x1 -1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed over ® shenthinn. IL ie A35 or BBC dips in lieu of LTP's for roof hlnnkinn to in,. nl,de Where two maws of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule Anchor bolts shall be provided with steel plate washers 0.229 "x3 "X3 ". Embed anchor bolts minimum 7" into the concrete. Where the unit Phi lr capacity for wind or seismic exceed 400 FILE, plate washers shall extend to within )2" of the sheathing edge. Pressure treolted materials can cause excessive corrosion in the fasteners. Provide hat - dipped galvanized (electro plating is not acceptable) Daik and connector plates (framing angles ect) for all connectors in contact ith pressure treated f b See detail on details page for Simpson MAS /MASP anchor bolt option. AI Notes'( Where wood slhiething is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be connected toggether by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. Contact the 6nginear of record for adhesive alternatives to cast in place anchor bolts. (special inspection may be required) Fastener. Simp�.an Product Label Modtel Number Anchor Bolts (h) (a) ((b) (c) (g) Nolling Strews (d) (e) (N (1) STHD1 4 /S1HUI4RJ (2) STUDS W/ (24) 16d (1)•• HDU5 - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SBg6x24 (2) S1HDliO /STHDIORJ (2) STUDS W/ (20) 16d (3) IMST37 (2) STUDS W/ (22) 16d (4) MST:48 STRAP (2) STUDS W/ (34) 16d (5) HD(08 -SDS - (3) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB36X24 (6) MSTC4I8B3 STRAP (2) STUDS W/ (38) 10d Install all holdlown anchors per manufacturer { All metal connectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coated or hat dipped galvanized for corrosion protection. Contact the HDU5 are z 0 5 C 0 tt v m m LU Z°� e h r LU CC W m O j U ZZ�N N d � L. o u In y w rv. U a� Z a a <W" f/ n fyZf J: � J A 2 6 2013 ORIGINALS AMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMEN5IONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DE5IGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS VNAUTHORTZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND 15 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 0\ LO T v �3c3 D rn LU 2 Obr)� Z ¢M EV05URE: B WIND 5PEEb: 05 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: CSB DATE: 03 -25 -2013 SCALE', AS NOTED PROJECTNUMBER: PINE 13 -210 SHEET NO'. SO STUDS AT 16" O.C. U.N.O. STEM WALL OR CONTINUOUS NOTES: FOOTING - REFER TO PLAN 1. MAINTAIN 3/8" MIN. EDGE 3. PLACE FACE GRAIN OF TYPICAL DISTANCE FROM PLYWOOD PLYWOOD HORIZONTAL. SHEATHING TO NAILS, 4. FOR NON -SHEAR CHORD STUD AND SHEAR WALL 2. EDGE NAILING TO BE APPLIED WALLS, USE SINGLE KING `t N.T.S. 10 ALL PANEL EDGES. STUDS. SYMBOL LEGEND: Ex] BUILT UP STUDS # OBEAM # CALLOUT (x) HOLD DOWN CALLOUT S _W#1 SHEARWALL CALLOUT X SECTION REFERENCE D- IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. (OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERT( JOINTS (PANEL SHEATHING USED AS CORNER (BRACING W/ LONG DIMENSION (PARALLEL TO STUDS WALL FRAMING SIDING MA PEER PLAN RI N JOIST AT RAISED '•'FLOOR, EDGE NAIL DIRECTLY TO P.T. SILL AT S.O.G. `:'v 8d NAILS O 6" D.C. AT EDGES & SEAMS AND 8d NAILS O 12" CODE NAILING TO BOT. O.C. IN FIELD U.N.O. ON SHEAR PLATE AND P.T. SILL WALL SCHEDULE ,-, TEAL SHEAR WALL SHEATHING J N.T.S. ,`Y AV' WALL f ANCHOR SCHEDU U. Staid & 2x Bottom Plate Sill Plate Attachment APA RNted Nail Size & Spacing Blocking Size Rim Joist Or Attachment Block Connection Capadt Label 6beattaC O Etlgo O Adjoining To Top Plate Nailing To Wood Anchor Balt To 5111 Plate Size Y (o) (b) (cd) (m) (d) (e) Edges Below Concrete Below O Foundation (PLF) (_) (O (n) (g) (b) (0 G7 (1) (a) (k) Wax./wad SWI 14e "O58 one Side .131x2 -)i" O 6" O.C. 2x LTP4 O 48 "OC 16d O 6" D.C. ® 48" O.C. 2x 240/335 SW2 Tae CBS 00. Side .131x2 -Y" O 4' O.C. 2x LTP4 O 32 "OC 16d O 6" O.C. " ® 32" O.C. 2x 350/490 SW3 $e OSB Prae So. .131x2 -)F O 3" O.C. 3x LTP4 O 12 "OC 16d O 4" O.C. " ® 24" O.C. 2x 450/630 SW4 °4CM9 Ome Side .131x2 -V O 2" O.C. 3x LTP4 O 8 "OC 16d O 4" O.C. " ® 16" O.C. 2x 585/820 2 ROWS 16d C 4 SW5 WOSB Bodh Sides .131x2 -)h" O 4" O.C. 3x LTP4 O 8'OC D.C. & UP4 0 16" PC ® 16" O.C. 2x 700/980 AT BUK'G TO PLATE 2 ROWS led 0 4 SW6 3(e'OSB Boith Sides .131x2 -V O 3" O.C. 3x LTP4 O 6"0C D.C. & LPa a is. OC ® 12" O.C. 2x 900/1260 AT BLK'G TO PLATE `7, :f e. Install panels vertically, or horizontally if framing spacing exceeds 16" O.C.. '.fti` Where shealhiing Is applied on both sides of wall, panel edge pints on 2x framing shall be staggered so that joints on the 'b apposite sil are not located on the some studs. wall sheathing and nailing for the Provide shear entire length o the walls in 9 9 indicated on the Ions. Ends of full 9 height walls are exterior of the building, window p 9 designated by 9, fo or doorways or re designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwplls require sheathing above and below all openings. - Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown e'. posts. Refer to the holdown details for additional information. f Intermediate (framing to be with 2x minimum members. Field nailing 12" o.c. 0.1 Based on 0.131x1 -1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed over ® shenthinn. IL ie A35 or BBC dips in lieu of LTP's for roof hlnnkinn to in,. nl,de Where two maws of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule Anchor bolts shall be provided with steel plate washers 0.229 "x3 "X3 ". Embed anchor bolts minimum 7" into the concrete. Where the unit Phi lr capacity for wind or seismic exceed 400 FILE, plate washers shall extend to within )2" of the sheathing edge. Pressure treolted materials can cause excessive corrosion in the fasteners. Provide hat - dipped galvanized (electro plating is not acceptable) Daik and connector plates (framing angles ect) for all connectors in contact ith pressure treated f b See detail on details page for Simpson MAS /MASP anchor bolt option. AI Notes'( Where wood slhiething is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be connected toggether by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. Contact the 6nginear of record for adhesive alternatives to cast in place anchor bolts. (special inspection may be required) Fastener. Simp�.an Product Label Modtel Number Anchor Bolts (h) (a) ((b) (c) (g) Nolling Strews (d) (e) (N (1) STHD1 4 /S1HUI4RJ (2) STUDS W/ (24) 16d (1)•• HDU5 - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SBg6x24 (2) S1HDliO /STHDIORJ (2) STUDS W/ (20) 16d (3) IMST37 (2) STUDS W/ (22) 16d (4) MST:48 STRAP (2) STUDS W/ (34) 16d (5) HD(08 -SDS - (3) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB36X24 (6) MSTC4I8B3 STRAP (2) STUDS W/ (38) 10d Install all holdlown anchors per manufacturer { All metal connectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coated or hat dipped galvanized for corrosion protection. Contact the HDU5 are z 0 5 C 0 tt v m m LU Z°� e h r LU CC W m O j U ZZ�N N d � L. o u In y w rv. U a� Z a a <W" f/ n fyZf J: � J A 2 6 2013 ORIGINALS AMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMEN5IONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DE5IGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS VNAUTHORTZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND 15 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 0\ LO T v �3c3 D rn LU 2 Obr)� Z ¢M EV05URE: B WIND 5PEEb: 05 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: CSB DATE: 03 -25 -2013 SCALE', AS NOTED PROJECTNUMBER: PINE 13 -210 SHEET NO'. SO SYMBOL LEGEND: Ex] BUILT UP STUDS # OBEAM # CALLOUT (x) HOLD DOWN CALLOUT S _W#1 SHEARWALL CALLOUT X SECTION REFERENCE D- IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. (OPTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERT( JOINTS (PANEL SHEATHING USED AS CORNER (BRACING W/ LONG DIMENSION (PARALLEL TO STUDS WALL FRAMING SIDING MA PEER PLAN RI N JOIST AT RAISED '•'FLOOR, EDGE NAIL DIRECTLY TO P.T. SILL AT S.O.G. `:'v 8d NAILS O 6" D.C. AT EDGES & SEAMS AND 8d NAILS O 12" CODE NAILING TO BOT. O.C. IN FIELD U.N.O. ON SHEAR PLATE AND P.T. SILL WALL SCHEDULE ,-, TEAL SHEAR WALL SHEATHING J N.T.S. ,`Y AV' WALL f ANCHOR SCHEDU U. Staid & 2x Bottom Plate Sill Plate Attachment APA RNted Nail Size & Spacing Blocking Size Rim Joist Or Attachment Block Connection Capadt Label 6beattaC O Etlgo O Adjoining To Top Plate Nailing To Wood Anchor Balt To 5111 Plate Size Y (o) (b) (cd) (m) (d) (e) Edges Below Concrete Below O Foundation (PLF) (_) (O (n) (g) (b) (0 G7 (1) (a) (k) Wax./wad SWI 14e "O58 one Side .131x2 -)i" O 6" O.C. 2x LTP4 O 48 "OC 16d O 6" D.C. ® 48" O.C. 2x 240/335 SW2 Tae CBS 00. Side .131x2 -Y" O 4' O.C. 2x LTP4 O 32 "OC 16d O 6" O.C. " ® 32" O.C. 2x 350/490 SW3 $e OSB Prae So. .131x2 -)F O 3" O.C. 3x LTP4 O 12 "OC 16d O 4" O.C. " ® 24" O.C. 2x 450/630 SW4 °4CM9 Ome Side .131x2 -V O 2" O.C. 3x LTP4 O 8 "OC 16d O 4" O.C. " ® 16" O.C. 2x 585/820 2 ROWS 16d C 4 SW5 WOSB Bodh Sides .131x2 -)h" O 4" O.C. 3x LTP4 O 8'OC D.C. & UP4 0 16" PC ® 16" O.C. 2x 700/980 AT BUK'G TO PLATE 2 ROWS led 0 4 SW6 3(e'OSB Boith Sides .131x2 -V O 3" O.C. 3x LTP4 O 6"0C D.C. & LPa a is. OC ® 12" O.C. 2x 900/1260 AT BLK'G TO PLATE `7, :f e. Install panels vertically, or horizontally if framing spacing exceeds 16" O.C.. '.fti` Where shealhiing Is applied on both sides of wall, panel edge pints on 2x framing shall be staggered so that joints on the 'b apposite sil are not located on the some studs. wall sheathing and nailing for the Provide shear entire length o the walls in 9 9 indicated on the Ions. Ends of full 9 height walls are exterior of the building, window p 9 designated by 9, fo or doorways or re designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwplls require sheathing above and below all openings. - Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown e'. posts. Refer to the holdown details for additional information. f Intermediate (framing to be with 2x minimum members. Field nailing 12" o.c. 0.1 Based on 0.131x1 -1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed over ® shenthinn. IL ie A35 or BBC dips in lieu of LTP's for roof hlnnkinn to in,. nl,de Where two maws of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule Anchor bolts shall be provided with steel plate washers 0.229 "x3 "X3 ". Embed anchor bolts minimum 7" into the concrete. Where the unit Phi lr capacity for wind or seismic exceed 400 FILE, plate washers shall extend to within )2" of the sheathing edge. Pressure treolted materials can cause excessive corrosion in the fasteners. Provide hat - dipped galvanized (electro plating is not acceptable) Daik and connector plates (framing angles ect) for all connectors in contact ith pressure treated f b See detail on details page for Simpson MAS /MASP anchor bolt option. AI Notes'( Where wood slhiething is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be connected toggether by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. Contact the 6nginear of record for adhesive alternatives to cast in place anchor bolts. (special inspection may be required) Fastener. Simp�.an Product Label Modtel Number Anchor Bolts (h) (a) ((b) (c) (g) Nolling Strews (d) (e) (N (1) STHD1 4 /S1HUI4RJ (2) STUDS W/ (24) 16d (1)•• HDU5 - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SBg6x24 (2) S1HDliO /STHDIORJ (2) STUDS W/ (20) 16d (3) IMST37 (2) STUDS W/ (22) 16d (4) MST:48 STRAP (2) STUDS W/ (34) 16d (5) HD(08 -SDS - (3) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB36X24 (6) MSTC4I8B3 STRAP (2) STUDS W/ (38) 10d Install all holdlown anchors per manufacturer { All metal connectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coated or hat dipped galvanized for corrosion protection. Contact the HDU5 are z 0 5 C 0 tt v m m LU Z°� e h r LU CC W m O j U ZZ�N N d � L. o u In y w rv. U a� Z a a <W" f/ n fyZf J: � J A 2 6 2013 ORIGINALS AMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMEN5IONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DE5IGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS VNAUTHORTZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND 15 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 0\ LO T v �3c3 D rn LU 2 Obr)� Z ¢M EV05URE: B WIND 5PEEb: 05 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: CSB DATE: 03 -25 -2013 SCALE', AS NOTED PROJECTNUMBER: PINE 13 -210 SHEET NO'. SO wall sheathing and nailing for the Provide shear entire length o the walls in 9 9 indicated on the Ions. Ends of full 9 height walls are exterior of the building, window p 9 designated by 9, fo or doorways or re designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwplls require sheathing above and below all openings. - Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built -up holdown e'. posts. Refer to the holdown details for additional information. f Intermediate (framing to be with 2x minimum members. Field nailing 12" o.c. 0.1 Based on 0.131x1 -1/2" long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed over ® shenthinn. IL ie A35 or BBC dips in lieu of LTP's for roof hlnnkinn to in,. nl,de Where two maws of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule Anchor bolts shall be provided with steel plate washers 0.229 "x3 "X3 ". Embed anchor bolts minimum 7" into the concrete. Where the unit Phi lr capacity for wind or seismic exceed 400 FILE, plate washers shall extend to within )2" of the sheathing edge. Pressure treolted materials can cause excessive corrosion in the fasteners. Provide hat - dipped galvanized (electro plating is not acceptable) Daik and connector plates (framing angles ect) for all connectors in contact ith pressure treated f b See detail on details page for Simpson MAS /MASP anchor bolt option. AI Notes'( Where wood slhiething is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be connected toggether by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. Contact the 6nginear of record for adhesive alternatives to cast in place anchor bolts. (special inspection may be required) Fastener. Simp�.an Product Label Modtel Number Anchor Bolts (h) (a) ((b) (c) (g) Nolling Strews (d) (e) (N (1) STHD1 4 /S1HUI4RJ (2) STUDS W/ (24) 16d (1)•• HDU5 - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SBg6x24 (2) S1HDliO /STHDIORJ (2) STUDS W/ (20) 16d (3) IMST37 (2) STUDS W/ (22) 16d (4) MST:48 STRAP (2) STUDS W/ (34) 16d (5) HD(08 -SDS - (3) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB36X24 (6) MSTC4I8B3 STRAP (2) STUDS W/ (38) 10d Install all holdlown anchors per manufacturer { All metal connectors coming in contact with pressure treated wood shall be Simpson "Z -Max ", triple zinc coated or hat dipped galvanized for corrosion protection. Contact the HDU5 are z 0 5 C 0 tt v m m LU Z°� e h r LU CC W m O j U ZZ�N N d � L. o u In y w rv. U a� Z a a <W" f/ n fyZf J: � J A 2 6 2013 ORIGINALS AMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMEN5IONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DE5IGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS VNAUTHORTZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND 15 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 0\ LO T v �3c3 D rn LU 2 Obr)� Z ¢M EV05URE: B WIND 5PEEb: 05 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: CSB DATE: 03 -25 -2013 SCALE', AS NOTED PROJECTNUMBER: PINE 13 -210 SHEET NO'. SO Contact the HDU5 are z 0 5 C 0 tt v m m LU Z°� e h r LU CC W m O j U ZZ�N N d � L. o u In y w rv. U a� Z a a <W" f/ n fyZf J: � J A 2 6 2013 ORIGINALS AMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMEN5IONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DE5IGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS VNAUTHORTZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND 15 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 0\ LO T v �3c3 D rn LU 2 Obr)� Z ¢M EV05URE: B WIND 5PEEb: 05 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY: CSB DATE: 03 -25 -2013 SCALE', AS NOTED PROJECTNUMBER: PINE 13 -210 SHEET NO'. SO Z O S O a u N m N P G <N f F3m d m � r m - N ZN N Y d .p }� 3R4 w .N. r? d z�� LL liJ .. A ,x r ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRI00. OR PROCEEDING TO THE WORK OTHERWISE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, 15 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED 1N WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING T � W E-- S Q � � W 2 0�� Z <� EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD'. 30 PSF FOUNDATION PLAN DRAWN BY: CSB DATE: 03 -25 -2013 SCALE: AS NOTED PROSECT NUMBER: PNE 13 -210 SHEET NO: 5 -1 — — — 40' -0' STEP FOUNDATION AS REO'D PER G /SD -I Z O � 12' -0' O_ ti N CC Cl Q _ _ — -- r -------------- RELOCATE VENIT MIN 6' FRO HOLD DDWN LSJ — J o Jyl 2 >I til I h SLAB ON GRADE a' CONC SLAB 4' COMP. SAND / GRAVEL BASE I' I NI SLOPE SLAB TOWARD DOOR I.'. I I I I 11 ICI D -I D H j I ' Nj (2) H4 BARS CONT. IN FTG >I @ DOOR OPENING �)�I ____ J..I CONT, FTG. EDGE OF SLAB �f J zo r4 r4 r4 1I —J n a > GS 1' -4 1 9' -3' R.D. 1' 4 1 2' I N 12' -0' > F' OPTIONAL 3RD CAR GARAGE tiI j SCALE: Ya' >I SEE DETAIL 12 /SD -1 FOR ANCHOR BOLT OPT N 2 D -I I I I I tiI I II- Lu N ryrJ I I GSJI SEE DETAIL I0 /SD -1 n Jh F�9 0 24'x24'x10' CONC FIG W/ (2)k14 BAR E.W. 4 SIMPSON PB OR ABU @ 4x4 P.T. BPOST• TYP (2) PLACES \ `SEE DETAIL 8/SD -1 /2' I I I I I I I 4' CONC. SLAB I I W/ THICKENED EDGE I I I CRAWL SPACE ACCESS {+___ � G.I. WELL _____________________ S.V_ - - - -- SV.-- ___S.V_____ S.V. S.V F_ ,I iv __- I I -- - - I I I I I (a I I I I I I I I I I I L +I I L Ir I L IT I I I I J F J i I CRAWL SPACE � m 24'x24'xl0' ' 18' MIN. W/ 6 MIL (BLACK) ' I I CONC FOOTINGS I VISO. VAPOR BARRIER (TYPICAL) 12' MIN. LAP. I I I I I I I I I I � I I I I I L__I _J L _I _J 10' -0' 10' -0' 10' -0' 10' -0' I I I I I I o� I I I I I y L I I I� I I� I 1 _J L tt_J L _J I vim D -1 Ir I a I� I I� I BLOCK -OUT FOR FURN. I PLENUM I ,m m I F 2 N d ' SEE DETAIL \9/SD S I In I I I I I' I in I I I I iy SLAB ON GRADE 4' CONC. SLAB I .0 I iv 4' COMP. SAND / GRAVEL BASE 1- L __ _ __ _ ___ _ _____ ___ _____ _J 1 SLOPE SLAB TOWARD DOOR I I: I � I STUB #4 BARS OUT 1 4' CONC. SLAB I I I I INTO CONC. @ 24' D.C. W/ THICKENED E ➢GE' I ' I TYP @ALL SLABS I � (2) k4 BARS CONT. IN FTG ------------ ------ �-- 1- __ —___ —� @DOOR OPENING I I ®I I 24 CONT. FTG. 24 ELI (SIMILAR) p_I 2� ��' E OF SLAB 13' -6 l /2' 6' -5 1/2' -10 1 l6' -3' R.O. 1' -10 20•_0• 20•_0• 40' -0' SHEAR WALLS. HOLDOWNS, AND STRUCTURE SCALE : Ya" = V -0" z 0 F7 Q OPTIONAL 3RD CAR GARAGE SCALE: Ya' = V -0" Z 0 5 z 0 C 0 e a N wz�� r' 3 a m o n LL —fil mo f v I w ~ N y z N �p a° c V 7 0 •+G d i � ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR 5HALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 5ERVICE, I5 THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND L5 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 14- Lu T � X33 co grnw = C) Lo Z EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: C.TB DATE 03 -25 -2013 SCALE: AS NOTED PROJECT NUMBER: ME 13 -210 SHEET NO: 52 (TYPICAL GABLE ENI TRUSS BLKG OVER S.W. CAPABLE OF RESISTING 7 (MINIMUM 8 TRUSS B TRUSS BEARING WF BEAM POCKET PER 3 /S -1, P.T. 4x4 POST W/ SIMPSON ROOF TRUSSES BY OTHERS Z O L H Q Q Q OPTIONAL 3RD CAR GARAGE OVER S.W. CAPABLE OF RESISTING 260PLF RUSS BAYS) 14 /SD -1 (TYPICAL) LT UP SCALE : %" = V -0" -HMENT) YPICAL GABLE END) z 0 5 z 0 C N W� F e a k m � I N h G " F .y. ti � ",wM O ill � m t ZZ�N N m t w— am F- { V da z Cti P W ORIGINAL STAMP MUST BE RED TO BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 14- Lu mw 2 �r w E- _ co Q aN W = o Lo Z Q� e-I EV05VRE: B WIND SPEED 85 MPH SNOW LOAD: 30 PSF ROOF FRAMING DRAWN BY: CJB DATE: 03 -2 &2013 SCALE: AS NOTED PROJECTNUMBEPL PNE 13 -210 SHEET NO: S -3 INSULATION PER ARCH. 16' GYP. BD. PER ARCH. SHEATHING PER SHEATHING 2x6 STUDS @ 16' O,C, PLAN AS RE PER )¢' GYP. BD PER ARCH. PER PLAN SHEATHING I¢' GYP, BD. PER ARCH, MAX STEP HEIGHT OF ONE UNIT MOISTURE BARRIER 2x6 P.T. SILL PLATE PER PLAN 96' TYPE 'X' INSULATION PER ARCH. VERTICAL PER TWO UNITS HORIZONTAL V/ 36' A.B. PER PLAN 2x4 STUDS @ 16' O.C, G.W.BD.� PROVIDE (1) SIMPSON CS16 STRAP 48" MIN SIDING PER ARCH. AND 12' FROM ENDS MOISTURE BARRIER BOTTOM PLATE N p4 CONT BAR 2x6 STUDS @ 16' O.C. 2X BLOCKING EACH SIDE OF SPLICE W/ B -16d COMMON NAILS WALL FRAMING ABOVE MSTC52 FROM PONY WALL , AILING BOTTOM PLATE NAILING �' T6G SUHFLOOR SIDING PER ARCH. PER S.W. SCHED. 2.6 P.T. SILL PLATE 3/4" T &C FLOORING FLOCR JSTS. PER PLAN TO SHEAR WALL ABOVE WHERE 11 PER S.W. SCHED, k4 VERT, BAR B HORIZ, tAN 6' A.B. PER PLAN FOUNDATION HOEDOWN IS SPECIFIED FLOOR JOISTS PER PLAN 2x4 P.T. SILL PLATE DGE NAILING 12• FROM ENDS OVERLAP MSTC STRAP W STHD BELOW EDGE NAILING @ 24. O.L. MAX MA% SPACING PER S,W. SCHE ➢. PER S.M. SCHED, INSULATION PER ARCH. W/ i6" A.B. PER PLAN &G SUHFLpOR 2x BOTTOM PLATE AS NEEDED. ALIGN HOLES AND INSTALL AND 12' FROM ENDS 4' CONL SLAB W/ CONY. 2u RIM JOIST NAILING THROUGH BOTH STRAPS, CANT. 2x RIM JOIST - EDGE NAILING 4' GRANULAR FILL R JOISTS PER PLAN PER S,W, SCHED. B 6x6 MIRE MESH TOE NAILING LATI PER ARCH, P.T. SILL PLATE PER PLAN RIM JOIST TOE NAILING S 16d @ 6' D.C. 16d @ 6' OC, 6 MIL, BLACK VAPOR HARRIER, LAP 12' @ SEAMS 4' CONCH SLAB N/ x� MIN (4) 16d TO (2) A'4 BAR 36" LONG 24• 2 -2% TOP PLATE . AR 4' GRANULAR FILL ' POST AND BEAM .X) BEAM PER PLAN RE-ENTRANT CORNERS 166 O.BP WALL WTH 4:S1ll05 Z 6 6x6 WIRE MESH EACH SIDE IN STEPPED FOUNDATION � SHEATHING /NAILING TO MATCH £ 04 VERT. BAR 6 HORIZ. X W f x M i( #___ 6 MIL. BLACK VAPOR '_;i @ 24' D.C. MAX SPACING Q BARRIER, LAP 1 @SEAMS ON- BAR WgLLS 6 MIL. BLACK VAPOR _ ERT, BPR 6 HORIZ. 1 "x6" OR 3/4" OSB POST �� STHD,CH VA ORNOTHERWALL ABOVE R LAP 12' @ v i i ' RC MAX SPACING EA. SIDE OF BEAM OR SEAMS AND UP FDN. WALL _ M - -'x - 4' MAX STEM WALL L. BLACK VAPOR APPROVED M CAP5W BUILDING PAPER HEIGHT HOLD DOWN PER PLAN IER LAP 12' @ SIMPS N PB44 BETWEEN POST & GONG, p S AND uP F ➢N. WALL OR f27 A34 ., , ,. STEP FTG WHERE x � \ L ...._. � MINIMUM (2) A.B. 2) p4CONT. BARS 6 POST ASE OR PER SHEAR ' L REO'D. CON NUOU� � 1 FTG AND TIGHT FTG AND TIGHT (2) k4 CDNT, BARS ? RE -BAR PER FTG �� I LINE ➢RAINS 6' LINE DRAINS SCHEDULE 12' DETAIL CONT. BARS REINFORCING PER 12' ER FDN PLAN FOUNDATION OR 1 C� 12' J 4 SCHEDULE WALL J L 6 Epoxy installation may not be adequate, contact the E.O.R. prior to construction ONE x4 ...e to verify if alternates are MUDSILL ANCHOR ,uw REBAR IN g a available. SPACING SHEAR LONE 12• MIN SHEAR WALL SPACING REBAR LENGTH SW1 48" O.G. erA B SW2 32" O.C. • • SW3 16" O.C. MIN REBAR 1 i VfV; A � i �4 \(� LENGTH " I °PP 11 1 is v , o, -- Simpson Strong Tie �- ) ) \x\ r¢ >y1 r Axl Hnu X Simpson Strong -Tie �l Inc• .M STNcorner D Tri w ps Studs n 1` enHJ.t t°g °k°m na o STHD14 HOEDOWN DETAIL y° - MASAP /MASP FASTENERS SHALL BE STHD14RJ HOLDOWN DETAIL HOT- DIPPED GALVANIZED 7 (STHDB /STHD10 SIMILAR) (STHDSRJ /STHDIORJ SIMILAR) H (HD OPTION DETAIL 9 U2 /HDU4 SIMILAR) 10 11 MASAP /MASA ANCHOR OPTION 12 1/2" COX OR 7/16. OSB (4) 16d FROM BRACE Bid @ 6' O.C. TO BLK'G 6' EDGE AND 12" FIELD T TO BLK'G DOUBLE TOP PLATE, CONT. MFG TRUSSES @ 24' D.C. U,N.O, 'Is OSB MAY HE OMITTED AT APA RATED SHEATHING GRADE •SIMPSON• H2,5T NAIUNG U.N.O. �1 GABLE END TRUSS IF IT CAN PANELS. NAIL AT 6" aN SHEATHING OVER CRIPPLE HURRICANE TIE RESIST IOOPLF LATERAL. (� CENTER AND HEADER EA TRUSS, TIP. OTHERWISE ATTACH OSB AT 2x4 BLK'G CUT TO FIT 24' MIN 2x @ 16' G.C. 16d @ 6' O,C, EDGES WITH 8d @ 6' D.C. TO o BTWN TRUSS TOP FLAT Sx4x8' BRACING a CHORDS RBC OR RBCP ®48. O.C. O. VERTICAL FRAMING @ 24' a @ 48' D.C. W /(2) SOd ❑.E., TYP 0, Ay' 2x4 DIAG. BRACE @ xw 8d @ 6' D.C., TYP AT �w 48' O.C, WHERE RED'D £a ALL CRIPPLE EDGES EDGE NAIUNG INTO BLK'G �m @ EA, TRUSS La Q � E_ _------ - -� - -- - 16d @ 6' O.C. TRUSS X A34 FROM 2x4 BRACE X 2 X BLOCKING BETWEEN ______________ _ a'II - I TO 2x6 BEYOND £ TO 2x4 NAILER (u u 16d ALL TRUSSES TYP PREFAB. ROOF TRUSS - III SEE FRAMING PLAN AND a (3) 16d MIN, 2x TD 2x = _ - i MANUFACTURER'S SHOP o EDGE NAILING AT BRACES, TYP - TT DRAWINGS MATCH B.U. ° PER PLAN (2) 16d FROM 2x4 TO • I -•- COLUMN WIDTH 2x6 CDNT, GABLE WEBS GYPSUM BOARD PER ARCH W/ GIRDER 'p° o °',1 CONTINUOUS HER ° e SHEATHING PER PLAN i,{6 SHEATHING, WHERE STAGGIER END JOINTS OF ALL PER PLAN PLY'S ABOVE e p ON GABLE ENDS REO'D, THING PANELS 2 X 6 DOUBLE USE H10S FOR SINGLE PLY GIRDER? VERTICAL PANEL DIMENSION ROOF ;SHEATHING �- -' -- • -a, -{ TOP PLATE OR LGT3 FOR 3 -PLY GIRDERS PERPENDICULAR To SUPPORTS 2 % 6 STUD WAIL - OR LGT4 FOR 4 -PLY GIRDERS PRE -MFG'D TRUSS PER PLAN GABLIE END TRUSSES MUST BE u SHEATHING FAILED TO EXTERIOR STUDS 016' O.C. aryl TYP ROOF SHEATHING U.N.O. ABLE TO RESIST A LATERAL LOAD i HEADER WITH 3' D.0 SIDING � TYPICAL SHEAR DETAIL SIMPSON cneiIEDENO (MINIMUM). SwHICH DO Yo I• GRID PATTERN O58 'SIMPSIXJ° SDWC MAY BE SUBSTITUTED 1x4x8' BRACING @ 48' dC, NOT IMEET THE MINIMUM LOADING LGT2 GIRDER TO TOP PLATE TYPICAL GABLE END TO W/ (2) 10d @ EA, TRUSS REQUIIREMENT SHALL BE SHEATHED f q OPENINNG OPPOSITE OFSIDE OF SHEATHING FOR THE TYPICAL H2.ST CALLOUT INSTALLED {Y WITH 7/16" CIE. a r PER MANUFACTURERS RECOMMENDA11ONS 13 14- TOP PLATE CONNECTION 15 TYP. GABLE END WEB BRACING 16 17 my SHEATHING X SE ATTACH 2x PLATE TO UNDERSIDE OF HEADER SHTG PER ROOF •`,' WITH (2) ROWS OF 16d OVERFRAMING PLAN 2x NAILER W/ @ 3' O.C. ROOF BOUNDARY PER PLAN (2) 16d ®EA PLAN EDGE NAILING NAILING SHTG CDNT. END TRUSS & 86 @ 3' O.C. TO GIRDER TO BLK'G AT ROOF 0 12" O.C. STAGGERED TO EA, 2x SHEATHING BETWEEN '• MFG GIRDER / 'I• HOLDDOWN PER PLAN TRUSS •1' r- (NO GIRDER LC TRUSS AT SIMJ MIN (2) %'x IO' ANCHORS PRE -ENG WITH 3'x3'xY4' PLATE GIRDER TRUSS 16d WASHERS TOENAIL - ®EA (2) #4x20'MIN. TRU55 ROOF BNDRY " 43 HAIRPIN W/ NAILING 1 2 MAX U 1 III p STD. 90" EACH LEG PRE - ENGINEERED TRUSS BLOCKING DESIGNED FOR LATERAL LOAD MAX TRANSFER PER PLAN L L' LTP OR RBC FROM m BLK'G TO TOP - PLATE PER SW i BOTTOM OFT SCHEDULE — a STEM W— ALL FLAT 1x4x8' -0" (OR TERMINATE PRE -ENG TRUSS W/ HANGER BY "r AT GIRDER TRUSS) BTM. CHORD TRUSS MFR ^ PORTAL FRAME DETAIL ,1 19 2 TRUSS BLOCKING AT EXT. WALL 2 1 BRACING 0 48" O.C. ATTACH 2x FLAT DLKC /Ti W /(2) 10d 0 EA TRUSS 25 26 27 28 29 30 z O n C N 0 0 N Ia 7 z N ado m o m Ip v F' ~ ii W o LL m p w s, n - z L_ V> m w w w' v z 6 C P 6 1 LU {i IL'AMP ORIGI MUST BE RED O BE VALID ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OTHERWISE, THE CONTRACTOR SHALL BE 50LELY RESPONSIBLE FOR COSTS OF ANY NECE55ARY REMEDIAL WORK REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFE55IONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND I5 NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM PACIFIC NORTHWEST ENGINEERING 14- LU v V) 2 T � L 33 W I _ Q I W ILA T Z ¢� EXPOSURE: 8 WIND SPEED: BS MPH SNOW LOAD: 30 P5F STRUCTURAL DETAILS DRAWN BY: CJB DATE: 03 -25-2013 SCALE'. AS NOTED PROJECT NUMBER ME 13 -210 SHEET NO: 5b -1