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3012C Plans Approved 24 x 30 min. sizeNORTHWEST HOME DESWWs. INC. CONSTRUCTION D0C6q~IENT LICENSE I. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE, WWICH I5 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 PURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THESE DOCUMENT6. NHD RE 5ERVE5 ALL RIGHTS NOT EXPRESSLY GRANTED TO THE LICENSEE. 2, OWNERSHIP OF TECHNICAL DRAWINGS: NHD RETAINS THE TITLE 11 U8C RIGHTS AND OWNER5HIP OF THESE CONSTRUCTION DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE "WORK" REGARDLESS OF THE FORM OF THE ORIGINAL AND /OR OTHER COPIES. THIS IS NOT A SALE OF ORIGINAL DOCUMENTS WHATSOEVER 3, COPY RESTRICTIONS: THESE TECHNICAL DRAWINGS AND THE ACCOMPANYING MATERIALS ARE COPYRIGHTED UNAUTHORIZED COPYING OF THESE DOCUMENTS 15 EXPRESSLY FORBIDDEN. YOU MAY Ec NEED 9-EGALiiY RESPONSIBLE FOR mr. --;, COPYRIGHT INFRINGEMENT THAT 15 CAUI ED OR ENCQU ED pY YOUR FAILU�MTIP ABIDE BY THE TENS OF THIS AGREEMEWI 4_ TRANSFER RF5TRIC710NS: THESE TRG-INICA Df 4WI S A RT" PiC°ENSED YO Yt3U 3 ONLY, AND MAY NOT BE TRANSFERREC U11THD 1Q,;At Y 1N£, LS NT M.4 7, j'EiE FRIAP WRITTWN CONSENT OF NORTHWEST HOME DESIGNING ..INC IN NO EVE7 :-YOU TRANSFER ASSIGN, RENT, LEASE SELL, OR OTHERWISE DISPOSE OF THESE GON57RLIGTION DOCUMENTS. AGREEMENT IS GOVERNED &Y THE LAW5 OF THE STATE OF NOR ANYONE ELSE IL4IOIE -bLVED IN THE CREATION, OR IND I1RECT 1:,,O1,15E01JENTI4,L,VR �N4CIDLNT4L D4MAcg5. VIQLx1 JN CF'[HE TERMD OF THIS AGREEfilENT ARE SLIWiC? TO A,EIINIIMUM FIFTI. THOUSAND M600&'z J) DOLLAR PENAL:7Y :5HG9LD Y.Y1U NAVE ANY QUESTIOFUS CONOERNIf:IG THIS,, AGRREEMENT OR IF YOU DESI ;TO 6MTfl�7 N4D FOP,'ANY REASOX, PLEASE Wf21��I AT,NHD ,I MARKETING DIVISION 4$14 IID9TH ST 6.W., °LAKEWOOD,WA 98499 OR CALL (233) 584 -6309. IMPORTANT NOTICE RANGE HOOD: MI5O5.1 GENERAL. DOMESTIC OPEN -TOP BROILER UNITS 514ALL HAVE A METAL EXHAUST HOOD, HAVING A MINIMUM THICKNE55 OF 08151 -INCH (03950 MM) (NO. 28 GAUGE) WITH 114 INCH (6 MM) CLEARANCE BETWEEN THE HOOD AND THE UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF AT LEAST 24 INCHES (610 MM) SHALL BE MAINTAINED BETWEEN THE COOKING SUR+ACE AND THE COMBUSTIBLE MATERIAL OR CABINET. THE HOOD 5HALL BE AT LEAST AS WIDE AS THE BROILER UNIT, EXTEND OVER THE ENTIRE UNIT, DISCHARGE TO THE OUTDOORS AND BE EQUIPPED WITH A BACKDRAFT DAMPER OR OTHER MEANS TO CONTROL INFILTRATION EXFILTRATION WHEN NOT IN OPERATION. BROILER UNITS INCORPORATING AN INTEGRAL EXHAUST SYSTEM, AND LISTED AND LABELED FOR USE WITHOUT AN EXHAUST HOOD. NEED NOT HAVE AN EXHAUST HOOD. E XHAUST OPENINGS: MI5063 EXHAUST OPENINGS, AIR EXHAUST O PE NINGS 614ALL TE - MINATT NOT LE55 THAN 3 FEET (914 MM) FROM PROPERTY LINES! 3 FEET (914 MM) FJNQhj oPEgApI., AND NONQp RAeL� QPENIN�s�+°„ NTO T.HE BUILDING AND 10 FEET I3O$SrMM) ERt°A'EME IANIGAL A9R IINY°Af�',i E*tffl, WHt* E THE OPENING 15 LOCATED 3 FEET 1314 MM1AB?.',VE TME AI.R ' T4, E..OPENICybS SHALL COMPLY WITH SECTIONS R303,�2 �M' r R5 la3 E3CHAU&T DUCTING: 1'YT5031 GENERAL. RANGE P5655 5HALL DISCHARGE TO THE OUT- DOORS THROUGH A DUCT. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR 6UFFACE, SHALL BE AIR TIGHT, 6HALL BE EQUIPPED WITH A BACKDRAFT DAMPER AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST 5Y6TEM6. DUCTS SERVING RANGE HOODS..SHALL NOT TERMINATE IN AN ATTIG OR CRAWL SPACE OR AREAS INSIDE THE BUILDING. fiIEAi`R KsI'?�+,'C R303.9 EVEI,RY DWEIJ4�KG 1%jT „�;{iSLL BE F10OA 5ED WITS); HEATING; 4-ACILI7IE4- CAPABLE OF MAINTAINII G A MIN. 1050M TEMPSRAhRE OF p.'..B° F AT ri'l how 3' l,'pcvr THE FLOOR AND Z;FROM;EXt IOR WAI.LS;[F7 "ALL NA$I7ABLE ROOMS HlT'(I.D, jSlGhk TEMPERAcl4P;y, . - ;i. <I HE#NG TYP£('HEATING TYPE AND FUEL SHALL BE SELECTED BY THE OWNER. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONF, . THE PLAN YOU ARE RECEIVING IS DESIGNED TO BE SOLD LH,ROUGHOUT.M4NY EFFICIENT WATER HEATING 54 : 0.5 JURISDICTIONS AND BUILDING CODES WHICH ARE FOUKV: IN TH UNITED 6TAt15 45 FIREBLOCKING RS02.11 NI,KEEWW',KIN� �I COMBUSTIBLE CONSTRUCTION, FIRE13LOCKING THESE JURISDICTIONS AND REQUIREMENTS MAY VARY, fC SE PLAN6M RE RESIC�NEE? &HALL BE PRO �DEDT'TO DUT.- ,ALE I�NGEALED DRAFT OPENINGS (807H TO THE INTERNATIONAL RESIDENTIAL CODE AND RELATE'D NATIOt9jSL ('It'fiSNCEv i° v�TICAL AND HRIJ %) i�ND F-I AN EFFECTIVE FIRE BARRIER BETWEEN ONLY, AND MAY NOT COMPLY WITH SPECIFIC JURISDICTIONjzlJ_ CO,Q :IQME'J -' ST RIE5, AND BE'IW4N A T0�5T�d, TAN 1 THE ROOF SPACE. FIREBLOCKING SHALL SFECiFICATIONI THEY WILL BE SUBJECT TO CHANGE AND ',AARYIDIG IN7ERF3EET ION6 BE3PROVIDED IN D PWE Cd+v$TR &ION IN THE FOLLOWING LOCATIONS: THE PURCHASER MU5T ENSURE THAT THE FLANS COMER"?' WIT4i dAlg .00AL $,$ Its CC12jiCEALED 6RFYCE5 CF 5TUE?(WALLS AND PARTITIONS, INCLUDING FURRED _ WELL A5 NATIONAL BUILDING CODES AND REQUIREMENTS, WHICH AR£"AFPLICABLE SPACE. AND PARALLEL ROWS OK STUDS OR STAGGERED 5TUD5, AS FOLLOWS- FOR THE SPECIFIC SITE AND STRUCTURAL ENGINEERING REQUIREMENTS. BEFORE 1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS. BEGINNING CONSTRUCTION, PURCHASER MUST HAVE PLANS REVIEWED BY A LIOENCED 11 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). STRUCTURAL ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL DATA (INCLUDING 415 OR HER LICENSEE "STAMP ") WHIGH WILL BE SUBMITTED (WHERE SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS, REQUIRED) WITH THESE DRAWINGS AND SPECIFICATIONS TO THE LOCAL BUILDING 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF OFFICIALS. FAILURE TO DO THIS RENDERS THESE DOCUMENTS LEGALLY INVALID AND THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. ABSOLVES NHD OF ANY LIABILITY (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE 4, AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES DAMAGES. AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS APPROVED PLANS: IRO 10( 3.1 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 517E OF WORK AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR HIS OR HER AUTHORIZED REPRESENTATIVE. PREMISES IDENTIFICATION: 8319.1 ADDRESS IDENTIFICATION BUILDINGS 5HALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICA- TION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT 15 VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDI Eye IDENTIFI- CATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND- ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LET- TER&. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES 1102 MM) IN HEIGHT WITH 4 STROKE WIDTH OF NOT LE55 THAN 05 INCH (12.1 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRE55 IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RECFCN5E, 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 IDEN- TIFY THE STRUCTURE, ADDRESS IDENTIFICATION SHALL BE MAINTAINED. GROUNDED OUTLETS: ALL RECEPTACLES SHALL BE GROUNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATHS 5H4LL BE IN57ALLED ABOVE THE WORK TOP. OTHER RECEPTACLES SHALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS, F, FOR THE FIREELOCKING OF CHIMNEYS AND FIREPLACES, BEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWIG- FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. WSEC Credits 2a IV 3a 5a 5c WALL SWITCHES: WALL SWITCHES 5144LL BF INSTALLED 42" ABOVE THE FLOOR, UNLFSS OTHERWISE SHOWN ON THE DRAWINGS. APPROVED p `,C MI305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. AP PRO y ED by City of Yelm APPLIANCES SHALL BE ACCESSIBLE FOR N5PEG- 710N SERVICE, R'cPAIR AND REPLACEMENT WITHOUT REMOVING PER- MANENT CONSTRUCTION, OTHER APPLIANCES, John Rowland OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING I t INSPECTED, SER- A r, REPAIRED OR REPLACED. A LEVEL WORKING SPACE NOT I 06/16/2017 8:34:52 AM LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE (162 MM BY 162 MM) SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. APPLIANCES LOCATED IN GARAGE: MI3013 ELEVATION OF IGNITION SOURCE, APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 NOT LE55 THAN 15 INCHES (457 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 DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M1301.3.1 PROTECTION FROM IMPACT. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. CLOTHES DRYERS: M15023 DUST 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 SPECIFY A TERMINATION LOCATION, THE EXHAUST DUCT 5HALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS. EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A A FT DAMPER. SCREENS SHALL NOT INSTALLED AT THE DUST B CKDR4 D PER REE LL 8E LLED E D TERM IN47 ON. 11502.4.4.1 T MAXIMUM LENGTH OF THE EXHAUST DUCT &HA L BE 35 HE LE L FEET 11620 MMFROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL DUCT LENGTH MUST BE REDUCED BY 2' -6" FOR 45' BEND 8 5FT FOR 90° BEND FOR A 4" EXHAUST PIPE. II. SMALL DWELLING UNIT: 1.5 CREDITS DWELLING UNITS LESS THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA BUT LESS THAN 1500 S QUAKE FEET. 2. MEDIUM DWELLING UNIT: 35 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN "I OR -3. EXCEPTION: DWELLING UNITS SERVING R -2 OCCUPANCIES SHALL REQUIRE 25 CREDITS, 3. LARGE DWELLING UNIT ........ 4.5 CREDITS DWELLING UNITS EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR AREA. EXCEPTION: DWELLING UNITS SERVING R -2 OCCUPANCIES 5HALL REQUIRE 2.5 CREDITS. 4. ADDITIONS LE55 THAN 500 SQUARE FEET:. 0.5 CREDITS THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHIGH OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF WHETHER SEPARATE MECHANICAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT, IA EFFICIENT BUILDING ENVELOPE IA: PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R40211 WITH THE FOLLOWING MODIFICATIONS: FENESTRATION U = 028 FLOOR R -38 SLAB ON GRADE R -10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R -10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 840214: REDUCE THE TOTAL UA BY 5 %. IB EFFICIENT BUILDING ENVELOPE IS: PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R40211 WITH THE FOLLOWING MODIFICATIONS: FENESTRATION U, 025 WALL R -21 PLUS R -4 FLOOR R -38 BASEMENT WALL R -21 INT PLUS R -5 CI SLAB ON GRADE R -10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R -10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION 840214: REDUCE THE TOTAL UA BY 15 %. IS EFFICIENT BUILDING ENVELOPE IC: PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R40211 WITH THE FOLLOWING MODIFICATIONS: FENESTRATION U = 022 CEILING AND SINGLE- RAFTER OR J0157- VAULTED R -49 ADVANCED WOOD FRAME WALL R -21 INT PLUS R -12 CI FLOOR R -38 BASEMENT WALL R -21 INT PLUS R -12 CI SLAB ON GRADE R -10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R -10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R40214: REDUCE THE TOTAL UA BY 30 %. ID° EFFICIENT BUILDING ENVELOPE ID: PERSCRIPTIVE COMPLIANCE BASED ON SECTION R402.1.4 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U =024 05 ID 3C HIGH EFFICIENCY HVAC EQUIPMENT3C: 20 CLOSED -LOOP GROUND SOURCE HEAT PUMPa WITH A MINIMUM COP OF 3.3 OR OPEN LOOP WATER SOURCE HEAT PUMP WITH A MAXIMUM PUMPING HYDRAULIC HEAD OF 50 FEET AND MINIMUM COP OF 3b TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 3D HIGH EFFICIENCY HVAC EQUIPMENT 3D: ID DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGE57 ZONE OF THE HOUSING UNIT. TO QUALIFY TO CLAIM THI5 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND 5HALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 4 HIGH EFFICIENCY PVAC DISTRIBUTION SYSTEM: ID ALL HEATING AND CCOLING SYSTEM COMPONENTS INSTALLED INSIDE THE CONDITIONED SPACE. THIS INCLUDES ALL EQUIPMENT AND DISTRIBUTION SYSTEM COMPONENTS SUCH 45 FORGED AIR DUGT5, HYDRONIG PIPING, HYDRONIC FLOOR HEATING LOOP, CONVECTORS AND RADIATORS. ALL COMBUSTION EQUIPMENT 5HALL BE DIRECT VENT OR SEALED COMBUSTION. FOR FORCED AIR DUCTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE, ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS 41RE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED U51NG A PLASTIC STRAPPING TENSIONING TOOL. DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED TO A MINIMUM OF R -8. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES 15 NOT PERMITTED UNDER THIS OPTION, ELECTRIC RE6ISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LE55 THAN 80% 15 NOT PERMITTED UNDER THIS OPTION, TO QUALIFY TO CLAIM THI5 CREDIT, THE BUILDING PERMIT DRAWINGS 5HALL 5PEGIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUCTWORK. 54 EFFICIENT WATER HEATING 54 : 0.5 ALL SPOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE 5HALL BE RATED AT 115 GPM OR LESS. ALL OTHER LAVATORY FAUCET5 SHALL BE RATED AT ID GPM OR LESS. TO QUALIFY TO CLAIM THI5 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL 6HOWERHEAD5, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. 210 5B EFFICIENT WATER HEATING 58: 10 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING GAS, PROPANE OR OIL WATER HEATER WITH 4 MINIMUM EF OF 014 OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3C. OR FOR R -2 OCCUPANCY, A CENTRAL HEAT PUMP WATER HEATER WITH AN EF GREATER THAN 22 THAT WOULD SUPPLY DHW TO ALL THE UNITS THROUGH A CENTRAL WATER LOOP INSULATED WITH R -5 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS 5HALL SPECIFY THE OPTION BEING SELECTED AND 5HALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 05 5C EFFICIENT WATER HEATING 5C: 15 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 032 OR 2A AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 24: 05 COMPLIANCE BASED ON R402.4.12; REMUM.THENTESTED AIR LEAKAGE TO .= AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REGJIFkt (ENT5 �5 RETEO IINED'BY SECTION MSOI3I OF THE INTERNATIONAL RESIDENTIAL CODE sH j`-L VE MET Igf5 RFA HPGH EFFIL3iEATC'F PAN '., (MAXIMUM 035 WATTS /GFM), NOT INrftoC WJYW'I4E kliNAGE FAN NTILATIO.N SYSTEMS USING A FURNACE INCLUDING '' BCM MOTOR ARE�ALLOWED, PROVIDED THAR'( THEY ARE CONTROLLED TO OPERATE AT LOU SPEED IN VENTILATION ONLY MODE. TO QUALFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SNOW THE QUALIFYI68L VENTILATION SYSTEM. _ 25 AIR LEAK'ArE CIIT59f AND EFFICIENT VENTILATION 25 ........ ... ... ,. am COMPLIMUE 5&Eff ON ACT(aN R4N.4.12: REDZE THE. %'TESTED A14.1 Afi'C4GE TO 2�D AIR CHANGES PAR HbNR MAXIMUM p, AND it ALL WHOLE 45USE AOtIC +ION REQ'JIFEMENTS AS'DETEKMINEDW 3ECTUN TM5013 "OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.10, TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY IaNTILATJON 5YSTE11.I 2C AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2C ?`� .v 15 sc COMPLIANCE BASED ON SECTION 8402412: REDUCE 13.8 1ES:TEW AIR LEt1KAGE Mz TO I5 AIR CHANGES PER HOUR MAXIMUM AND ..., ' ............ .< ... ?@ ALL WHOLE HOU5E VENTILATION REQUIREMENTS AS DETER- 11NEti�'BN' SECTION M15013 GO THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.85. SOLAR WATER HEATING SUPPLEMENTING 4 MINIMUM STANDARD WATER HEATER SOLAR 44TER HEATING WILL PROVIDE A RATED MINIMUM 54VING5 OF 85 THERM5 OR 2000 KWH 5Af ED ON THE 5CLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL R�EU`!AN°r„°E'€1F O(c 45 ;GE1W IFIW St'L WATER HEATING SYSTEMS Q� '! EGTRIC i$Ex9°''i' P13MP 1W ER HE T..ER WITH A MINIMUM EF OF 2.0 AND MEETING THE �°s,j4V4RD_ OF NCEAS NC,0rWap4 O�IMAJE SPECIFICATIONS FOR HEAT PUMP WATER OR WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEETING THE REQUIREMENTS OF OPTION 3C. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL $)PE0IFY THFe WATgJR JER EQUIPMENT TYPE AND TPF.MINIMUM EQUJT..MENT r FICIENCY,4ND FOR 9 R WATER �4EATING SYSTFM5, THE CALCaLATION OF 7M MIRMUM ENERs7'5A1.MGS. 347 EFFICIENf.- kATER HEATING 9D - - - .F 05 ,,, ` A DRAIN 7J WHET ,HEAT RECOVERY UNIT(5,7I5HA�L BE INSTALLE6I WHICH CAPTURES WASTE Ij ATER HEt�i''EIE'bM A1L�"NE 5Ht5WERS, AND 445 A MINIMUM EFFICIENCY OF 401. IF 75TALLED FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF 52% F INSTALLED FOR UNEQUAL FLOW, SUCH UNITS 5HALL BE RATED IN ACCORDANCE C54 B55.1 AND BE 50 LABELED. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS 5HALL INCLUDE A `-A;UMB1 PIPIAC*AM TRAY SPECIFIED THE DRAIN WATER HEAT RECOVERY UNITS AND THE PEJJM5I9G'3LAY0T NMC%Z) TO INSTALL IT AND LABELS OR OTHER DOCUMENTATION 5HALL BE33-RCF1InBb'TP°A 7 DEMONSTRATES THAT THE UNIT COMPLIES WITH THE 5TAN174RCc 6 RE3dEWIABLE ELECTRIC ENEMY: 05 FOF�EACH 1200 KEP OF ELECTRICAL GENERATION PROVIDED ANNUALLY BY ON -SITE WIND OR SOLAR EQUPMENT A 0.5 CREDIT SHALL BE ALLOWED, UP TO 3 CREDITS. GENERATION SHALL BE CALCULATED 45 FOLLOWS: TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. 3A HIGH EFFICIENCY HVAC EQUIPMENT 3A: TO GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94 %, OR G45, PROPANE OR OILED FIRE BOILER WITH MINIMUM AFUE OF 92% TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 3B HIGH EFFICIENCY HVAC EQUIPMENT 38 AIR - SOURCE HEAT PUMP WITH MID MINIMUM HSPF OF 8.5 TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EPICIENCY. FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET THIS REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATT5. DOCUMENTATION NOTING SOLAR AGGE55 5144LL BE INCLUDED ON THE PLANS, FOR WIND GENERATION PROJECTS DESIGNS SHALL DOCUMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: THE WIND TURBINE POWER CURVE:, AVERAGE ANNUAL WIND SPEED AT THE SITE: FREQUENCY DISTRIBUTION OF THE WIND SPEED AT THE SITE AND HEIGHT OF THE TOWER TO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR WIND TURBINE EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF 50LAR AND WIND AGGE55, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. 6 -6 0 L0 Z"' L0 w . . LL Z Q Z "' 00 LO LO M W Lo ON W E O x W x O Z 00 Q Q O O W Y J U) �r^ VLJ r W ��.�/..� 1L..1. rrr^ VJ T,2 r It N 0) C1 E O U (B Qi 0 2 0 Z 1 1 OF 1 1 FOUNDATION WALL DAMP - PROOFING: R406.1 CONCRETE AND MASONRY FOUNDATION DAI1PPROOFING. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALL5 THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADL SHALL BE DAMPPROOFED FROM THE HIGHER SOILS: IRC R40L4.1 IN LIEU OF A COMPLETE GEO- TECHNICAL EVALUATION, I- OF NOTE: I \`I I \il OUj I � I O, I FLOOR 8' x 11' x 4" THICK �� � I I \il THE LOAD - BEARING V4LUE5 IN TABLE R401.41 SHALL BE USED. C) While every attempt has been made to assure the CONCRETE SLAB HAVE NOT LE55 THAN 3/8 INCH l95 MM) PORTLAND CEMENT PARG- (0 accuraC of these drawings, ALL INFORMATION MUST Y g SHALL BE ING APPLIED D THE EXTERIOR E THE WALL. iTE FOLLOWING: IN ACCORDANCE WITH ONE OF THE FOLLOWING: DAMPMINOUS SLOPE: IRC R403.1.5 THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE C) ,Q 1/4 11 = =/� II �// I. BITUMINOUS COATING. C Q fabricated components. Any structural components specified are for reference BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING I UNIT VERTICAL IN 10 UNITS HORIZONTAL (I0Y SLOP£)- 00 2. THREE POUNDS PER SQUARE YARD (Ib3 KG/M2) OF ACRYLIC MODIFIED CEMENT 3.ONE- EIGHTH -INCH l32 MM7 COAT OF SURF4CE- 80NDING CEMENT only and must be verified with the ENGINEER OF FROV IpE GRAWL SPACE VENTILATION AS PER IRC ■ aO COMPLYING WITH 45TM c 881. RECORD's "S- Sheets" and /or attached documents (100 5q, Ft. x 1 /150 = 4.61 5q. Ft.. VENT AREA REQ'D ) See Structural pages EROSION CONTROL: ADJOINING PUBLIC AND PRIVATE PROPERTY 544LL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND ^ DEMOLITION WORK. VERIFY METHOD WITH LOCAL JURISDICTION. m 33'_088 DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO N A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF 2'- 0 COLLECTION 50 AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE CANT SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET. to ts: its I I FOUNDATION WALL SIZE: R404.1-5.2 - _ tea- ; .,. rte. xj^ ,. ,;: tit �� S.V. S.V. THICKNESS OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR zz ''0`�� GREATER THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE " Q - 1 U FOUNDATION ANCHOR BOLTS: R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL co ,) PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS cc FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT 4 0 z it it z; DMAXIMUM LO :it =nts:it "'° S V I SHALL L AN H RE T THE FOUNDATION WTH MINIMUM 2 N H O :ti zonz .; 3.. B ,_, .; _,., -; ..:. S.V. DuAMETERNIRMY) ANCHOR BOLTS SPA DAA OF 6 FEET (48295 �Y p, ,f : :: ; T MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR 5TRAP5 SPACED AS W tit d�,.. iE REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2- INCH - DIAMETER ;'.. :; O (12.1 MM) ANCHOR BOLTS, BOLTS 5NALL EXTEND A MINIMUM OF T INCHES (118 U _ .:. _ 2 MI MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. 18" MIN. / 6 IL V FOR o Z RAW �' SPA E I I THE BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE B BRIE TY m 4 L CCE - PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. I 1 THERE SHALL BE A MINIMUM OF TWO BOLT5 PER PLATE SECTION WITH ONE O co BOLT LOCATED NOi MORE THAN 12 INCHES (305 MM) OR LESS THAN SEVEN CO Q L BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR z Q I `A 1 @ = I BEARING WALL SOLE PLATES ON MONOLITHIC 51-413 FOUN- DATION THAT ARE NOT PART OF A BRACED WALL PANEL SHALL BE P06- ITIVELY Q E, g E A �� ° 9 � 5' 1' ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND SOLE PLATES SHALL AGAINST AND TERMITES WHERE �" BE PROTECTED DECAY REQUIRED Z ,...,. ` BY SECONS 89 AND 8318. I I _ _ _ GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R317Y4) ENDS OF WOOD GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE O �j m PROVIDED WITH A I2" AIRSPACE ON TOPS, SIDES AND ENDS UNLESS NATURALLY DURABLE OR PRESERVATIVE- 1REAIED WOOD 15 USED. O g9 BEA S OBT , GO G. P D5 ro 0 4 CC NNE TOR PER ENG. ALG . n �I 01 I FOUNDATION: CHIMNEYS: RI0032 FOOTINGS FOR MASONRY CHIMNEYS SHALL BE CONSTRUCTED OF CONCR£T£ OR SOLID MASONRY AT LEAST 12 INCHES LU W (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 Q _ BLOCK OUT SHALL BE FOUNDED ON NATURAL UNDISTURBED EARTH OR ENGINEERED FILL BELOW FROST DEPTH. IN ARE45 NOT SUBJECTED TO FREEZING, J FOR FURN.PLENUM FOOTINGS SHALL BE AT LEAST 12 INCHES (305 MM) BELOW FINISHED GRADE. CONCRETE STRENGTH: IRC R4022 CONCRETE SHALL HAVE A MINIMUM U) S.V.I I 1 SPECIFIED CONFRE551VE STRENGTH AS SHOWN IN TABLE 8402.2. CONCRETE SLAB ON GRADE SUBJECT L WEATHERING SHALL BE AIR E ENGINEER AS SPECIFIED IN TABLE 84022. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD ON THEIR 6- 5HEET5. W W PPROVED b City of Yelm 4" GONG. SLAB ON O Y y 4" COMP. FILL TYP. FILL: FILL UNDER GROUND - SUPPORTED SLABS 5HR403.1.1 8406.1 John Rowland L ALL BE A MINIMUM OF 4" COMPACTED SAND OR GRAVEL Z 06/16/2017 8:35:07 AM SEISMIC REINFORCING: 8403.13 SEISMIC RLINFORGING. GDNCRLTL FOOTINGS LOCATED IN 5EI5MIG DESIGN CATEGORIES 00, DI AND D2, AS ESTAE.15HED �. IV IN TABLE R3011(1), SHALL HAVE MINIMUM REINFORCEMENT. BOTTOM O 0 ::1 oz It 'tsp it its ::i REINEORCBlENT SHALL BE LOCATED A MINIMUM OF 3 INCHES (76 MM) p 6F GLF.A'R;F,ROM THE BOTTOM OF THE FOOTING. IN SEISMIC DESIGN CATEGORIES Q ° DA Dl AND D2 WHERE A CONSTRUCTION JOINT IS CREATED BETWEEN A ins: z CCKVt I*TE FOOTING AND A STEM WALL, A MINIMUM OF ONE NO. 4 BAR 5NALL tit. ,. , ,., , _ ,., , ,., ,.BE IN TF�LLF�D AT NOT MORE THAN 4 FEET (1219 MM) ON CENTER THE i VERTICAL BAR SHALL EMEND TO 3 INCHES (16 MM) CLEAR OF THE (V BOTTOM OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A MINIMUM OF 14 INCHES (357 MM) INTO THE STEM WALL. 4" THICK CONCRETE U' ,a I FOI,INDATION FQOTING DE('TH !RG ,4; 3.1.4 ALL EXTERIOR FOOTINGS SHALL HE KED SLAB w/ THICKENED EDGE BE PLACED 4T LEAST F2 'BELOW UNDISTURBED GROUND 5U�4CE. WHERE TFP ;p :it A LICABL 4 DV1TPIiOF FOOTjWSS SHALL ALSO CONFORM WITH FROST AND SLI5MIGC�JDITIONS 840314E R403142 MJW APPROVED 6 x 6 POST BASE - not DRAWN BY PER ENGINEERS CALC5. 2) "4 BARS CONT. IN FTG. tit z' W ICONCRETE 4 (2 PLACES) DOOR OPENING. EDGE OF SLkB .. " "" THI�NKNE55 F OOT FOOTINGS 5HALIL BE IN ACCORDANCE WITH R.E.S. 48=6 RR �' . , TABLES R403.1(U THROUGH R403.I(3) AND FIGURE R403.1(U OR 8403.13, 45 APPLICABLE THE FOOTING WIDTH SHALL BE BASED ON THE LOAD BEARING DESIGN VALUE OF THE SOIL IN ACGOR- DANCE WITH TABLE R401A.1. FOOTING STUB °4 BARS OUT 18" :. PROJECTIONS, P, SHALL BE NOT LESS THAN 2 INCHES (51 MM) AND SHALL 3012 INTO GONG e 24" O.C. ,` NOT EXCEED THE THICKNESS OF THE FOOTING FOOTING THICKNESS AND ` ., PROJECTION FOR FIREPLACES SHALL BE IN ACCORDANCE WITH SECTION (TYP. a ALL SLABS) - ', RI0012. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE AD BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL FRE65URE IN 221-011 =suAe�G awlu E pTa� aR1N secioNS oN T SHEET LACCORpNCF lTH�lir NUMBE it R4032, AND FIGURES R403.1(2) AND R403J(3), FOUNDATION WALL DAMP - PROOFING: R406.1 CONCRETE AND MASONRY FOUNDATION DAI1PPROOFING. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALL5 THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADL SHALL BE DAMPPROOFED FROM THE HIGHER A I OF NOTE: I \`I I \il OUj I � I O, I FLOOR FRAMING �� � I I \il OF (A) THE TOP OF THE FOOTING FI lS) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR TO THE FINISHED GRADE. MASONRY WALLS SHALL While every attempt has been made to assure the HAVE NOT LE55 THAN 3/8 INCH l95 MM) PORTLAND CEMENT PARG- accuraC of these drawings, ALL INFORMATION MUST Y g SHALL BE ING APPLIED D THE EXTERIOR E THE WALL. iTE FOLLOWING: IN ACCORDANCE WITH ONE OF THE FOLLOWING: DAMPMINOUS BE VERIFIED prior to ordering any raw materials or © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. ��� 1/4 11 = =/� II �// I. BITUMINOUS COATING. C Q fabricated components. Any structural components specified are for reference � �� /j �� \ / � �� J Y 2. THREE POUNDS PER SQUARE YARD (Ib3 KG/M2) OF ACRYLIC MODIFIED CEMENT 3.ONE- EIGHTH -INCH l32 MM7 COAT OF SURF4CE- 80NDING CEMENT only and must be verified with the ENGINEER OF FROV IpE GRAWL SPACE VENTILATION AS PER IRC COMPLYING WITH 45TM c 881. RECORD's "S- Sheets" and /or attached documents (100 5q, Ft. x 1 /150 = 4.61 5q. Ft.. VENT AREA REQ'D ) See Structural pages 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 8406 2. 5. OTHER APPROVED METHODS OR MATERIALS. udl m PATIO 33' -0" O" ms u 303b 41.6L. ER cn I cq I W; U GOV D PORCH uP � LAV POW. 2636 II I II I II I I I II I w i II D ii �o I -T1 Ff RF FLOOR PLAN v Furnace 94% L � m H/W EF 0.91 3" DI4. BOLLARD 2X6 FLUMBINCs DRAIN WALL r / R44E 21 -221 -2 x 18 -8 -8 v Provide air transfer grill for makeup air,,;' for dryer 1610 X 8/0 OVERHEAD DOOR 11' -0" 1 11' -0" @ COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. 14RE14 SJMM1R�l FIRST FLOOR ... 150 S.F. 5ECOND FLOOR ... 1,093 5.F. TOTAL ... 1,843 SP. coV'D PORG41 ... 79 S.F. GARAGE ... 399 S.F. GLASS AREA ... 254.8 S.F. GLAZING RERGENTAGE (GL / FL) .- 133 22' -0" _ cv sr?, 5C ,4LL : 1/411- I' —/1j 11 ALL PL�MBING DIRAIN, VENT 4 ICE ,41=ING RUNS 5H,4LL BE APPROVED by City of Yelm INST,4LLED INTO INTERIOR John Rowland UJALLS. (5EE 2X(o PLUi 15ING DR ,4IN 1,41-L LOO ,41= ONL 06/16/2017 8:35:24 AM 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 r` 0 C-0 0 00 ■ 00 l L0 ZCr) L0 n IL Z ZC M 4 C L� E O WM� D0') a LY coo 0 �rn= OQ� = z 0 ~03 Ww < J Cn r Ow W ZCn CD r N IM 't CHECKED MJW )UWN BY R.E.S. DESIGN 3012 AD I� 1 2 OF 8 1 J= 1z VENTILATION REQUIREMENTS "PANASONIC" FV -11VK3 110CFM .8 SONES 112 CFM @ .25 WS 110 CFM .1 WS 2 "PANASONIC" FV -08VK3 80CFM A SONES 79 CFM .25 WS 80 CFM .1 WS NOTES: 1. USE PANASONIC FV -11VK3 (100 CFM MIN.) @ ALL KITCHEN & WHOLE HOUSE FAN. 2. USE PANASONIC FV -08VK3 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. sr?, 5C ,4LL : 1/411- I' —/1j 11 ALL PL�MBING DIRAIN, VENT 4 ICE ,41=ING RUNS 5H,4LL BE APPROVED by City of Yelm INST,4LLED INTO INTERIOR John Rowland UJALLS. (5EE 2X(o PLUi 15ING DR ,4IN 1,41-L LOO ,41= ONL 06/16/2017 8:35:24 AM 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 r` 0 C-0 0 00 ■ 00 l L0 ZCr) L0 n IL Z ZC M 4 C L� E O WM� D0') a LY coo 0 �rn= OQ� = z 0 ~03 Ww < J Cn r Ow W ZCn CD r N IM 't CHECKED MJW )UWN BY R.E.S. DESIGN 3012 AD I� 1 2 OF 8 1 J= 1z r- I its st� j J; j' i :y s IIIIII 5ECOND FLOOR FRAMING PLAN © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. APPROVED by City of Yelm John Rowland 06/16/2017 8:35:42 AM RECIRCULATION OF AIR M15011 EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS INSIDE THE BUILDING. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. M15013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DE516NED IN ACCORDANCE WITH SECTIONS MI5013.1 THROUGH MI501.33. SYSTEM DESIGN MI5013.1. THE WHOLE-HOUSE VENIL4TION SYSTEM SH41-L CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FAN5, OR A COMBINATION OF SUCH, AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH 4 SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED TO PROVIDE SUPPLY VENTILATION. SYSTEM CONTROLS. IM15013�2 THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM 61FALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. MECHANICAL VENTILATION RATE. M150733 THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LE55 THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M150133(U. DUCT WORK: SEALING: ALL DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING C4VITIE5 USED 45 DUCTS SHALL BE 5E4LED. JOINTS AND SEAMS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OR THE INTERNATIONAL MECHANICAL CODE. DUCT TIGHTNESS TESTING SHALL BE CONDUCTED TO VERIFY THAT THE DUCTS ARE SEALED. A SIGNED AFFIDAVIT DOCUMENTING THE TEST RESULTS SHALL BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY BY THE TESTING AGENT. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. EGRESS DOOR: R3111 AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE - HINGED, AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (V3MM) WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.51 R4D). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LE55 THAN 1S INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOOR5 SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY Of-ENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR 5PECIAL KNOWLEDGE OR EFFORT. R3113 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). GARAGE/DWELLING DOOR: 83025.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER CPENING5 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT L£55 THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/5 INCHES (35 MM) THICK, OR 20- MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. 830542 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDI- VI FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL tit.. Ae a °::E . ,._ it:h, VIZ �r '34.x` tit qszl ,. ;u .. .2" .. ,.. ';t .. ...T ...BEv.L01351DERED TO BE A HAZARDOUS LOCATION WHERE THE _' °„ :i °)' ti:BCTTTDM EXPOSED EDGE OF THE GLAZING IS LESS THAN &0 INCHES its :il tow its :it Um 3�aa tN5�24 ) OVE THE FLOOR TR WALKING SURFACE AND IT MEETS 5C-4LE : I /411- I' -0II 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 EITHER OF THE FOLLOWING CONDITIONS: I. WHERE THE GLAZING IS WITHIN 24 INCHES 1610 MIT) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PI.'4NE OF TOE 000R.A A F" -LOSW POSITION AND WITHIN 24 INCHES (4.(Q, MM):QE .6k;HINQ SIDE OE ^AN IN- SWINGING DOOR. R',.�2.6 DUL1,:- GAfy.4GE FIRE SEPARATION. THE GARAGE SHALL zxl i'BE 5EPARATE 45 R5QUIRED. BY TABLE 8302.6. OPENINGS IN "` GCieAGE Ufi�4LL5 51FALL` COMPLY WITH SECTION 83025. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R102.3.5. THE WALL SEPARATION PROVISIONS OF TABLE 8302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. tit t:z TABLE R302.6 DUUELLING- GARAGE SEPARATION =FROM THE RESIDENCE AND ATTICS: NOT LE55 THAN 1/2 -INCH 'GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE • •• Z m � N- n X z LL W 0 W 2 0 x CO W 0 Z Uj C) co CD 4 00 R N M M 00 M O W Q co W NW Cn C) T- N MJW R.E.S. 3012 AD 0 0 Z FROM HABITABLE ROOMS ABOVE THE GARAGE: NOT LE55 THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURES) SUPPORTING FLOOR /CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: 3 �F NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT GARAGES LOCATED LE55 THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS Q THAT ARE WITHIN THIS AREA IECC - 8404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING �� iIIII FIXTURES SHALL BE HIGH - EFFICACY LAMPS OR NOT LESS THAN 15 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH- EFFICACY LAMPS. UPC 6082 FOR WATER PRESSURE HIGHER THAN 80 P51 AN I APPROVED PRESSURE REDUCING VALVE (PRY) SHALL BE 33' -0" ~ O O i om m �O mB� SD /CM T `T'rO O GOMBO 10 -6 x 13 -3 Sj O �q i 16' -51/2" OPEN TO 5' -1" 5' -31/2" 6' -2" w 4'- 91/2" 6' -31/2" 5' -51/2" 00 m 10 -6 x 9 -5 00 = W IL m ENTRY BELOW cDji ■ CO ,'O Q 2' -6" �. 8' -5 1/2" I' -6 I/2" 3' -�" J C7 BEDROOM co co 10-10 x 10-4 -- I R. I S. --------- - - - - - WRD – AROBE N 5040 .SL. I I 0FT, 5 FV. MBA I 204 S.H. 4030 PX 204 S.N 3040 S.H. X I ILIL 0 W = x ' ECsREbS 5065 BI -P455 £F. 2 _ 0 R. S. ----- - - - - -- — ER 2 - 0" x 36" /� V/ LL B i m ,. 11 m 2468 ti H��W iATH cp O .. ;o ...: .. ° b� =� �� LAV LINEN 11x10 OAK TUB u _ ` N 2465 EF.2 2468 = 1 2465 E.F. C4 M.BATH �Q03 CS 203 GS = ECsRE55 ECsRE55 , _` M.BATH -' CHECKED 00 E ;:3 264 S.H. 264 SA W.I G. '�� ! `. z' psi MJW e L— � ^ o -� M�41�! BEDROOM E � 3d E. ftE 3d:�: 3d; DRAWN BY - 3'-10 1/4" 3' -2 3/4" 5' -3" - � 5' -11/2" 5�_��� _ :iPF n� 5�_��� .',d ..,Ef335 :3� R.E.S. tp 4 E " LAV LAV ZY LINEN ------ - - - - -J v � = S LAV 4v ® ® 3012 = to fB 6' -61/2" . ,.. , l,. ..6x33 E .. ,.. ,... ,.. �: 1 IRIS. AD -1" 12' -II" s o 4 I 5ECOND FLOOR I L�` N p PLAN 4 OF 8 n .., W M E X _ SD /GM o 7211!111 __ m CO 0 .. 2' u ----- - - - - -- J11 s .., .. E :_ E :3 - -. 2668 O Q 6' 6" 3' S' 2 I/2" Z om m �O mB� SD /CM T `T'rO O GOMBO 10 -6 x 13 -3 Sj O �q i © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. APPROVED by City of Yelm 5C ,4LE : 1411_ 1' -011 John Rowland NOTE: Q 06/16/2017 8:35:53 AM 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 Q OPEN TO w 2668 m 10 -6 x 9 -5 00 = W IL m ENTRY BELOW cDji ,'O Q - - - -- X11 5D /GM J BEDROOM co co 10-10 x 10-4 -- I R. I S. --------- - - - - - WRD – AROBE I I 0FT, 5 FV. MBA I W 4030 PX I ILIL 0 W U W SD /CM 5065 BI -P455 W /� V/ 11 2468 ti H��W iATH cp E F BEDROOM ° b� =� �� LAV LINEN 11x10 u _ ` N �Q03 CS 203 GS ECsRE55 ECsRE55 , _` -' CHECKED 264 S.H. 264 SA E' ! `. z' psi MJW L— 3d. d> E � 3d E. ftE 3d:�: 3d; DRAWN BY - 3'-10 1/4" 3' -2 3/4" 5' -3" - 1/2" 5' -11/2" 5�_��� 3�_��� :iPF n� 5�_��� .',d ..,Ef335 :3� R.E.S. DESIGN 3012 6' -41/2" 6' -61/2" AD -1" 12' -II" SHEET NUMBER 4 I 5ECOND FLOOR I L�` N p PLAN 4 OF 8 © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. APPROVED by City of Yelm 5C ,4LE : 1411_ 1' -011 John Rowland NOTE: Q 06/16/2017 8:35:53 AM 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 CLCs.J5T5 e 2411 O.C. ROOF FRAMING PLAN © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. ,4710 VENfilL ,4filON PROVIDE ATTIC 5PACE VENTILATION 45 PER IRC (10&a 5q. Ft. x 1/150 = 1.12 Sq. Ft. VENT AREA REQRD SMOKE ALARMS: 83143 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: I. IN EACH 5L£EPING ROOM. 2, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES ARE) UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET 1914 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION 83143. LIGHT a VENTILATION: 8303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS, NATURAL VENTILATION SHALL BE THROUGH WIN— DOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRESS WINDOWS: 83102.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET (0530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LE55 THAN 2O INCHES (505 MM). WINDOW SILLS: 8312.2.1 WINDOW SILLS. IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 12 INCHES OKS MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1, OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4 —INCH— DI4METER (102 MM) SPHERE TO P455 THROUGH THE OPENING WHERE THE OPENING 15 IN ITS LARGEST OPENED P061TION. 2, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH 45TM F 2030. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 831222. HATCHES AND DOORS: NII02.24 (R402.2.4) ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (EG., ATTICS AND CRAWL SPACES)5NALL BE WE4THER5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT WHICH PREVENT5 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 WHICH 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 INSTALLED R —VALUE OF THE LOOSE FILL INSULATION. SHOWER STALL SU=ACING: R3O72 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBFNT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1529 MM) ABOVE THE FLOOR SHOWER AREAS: 8307.1 SHOWERS SHALL BE A MINIMUM SIZE OF 30" BY 30" WITH A 24" IN. CLEARANCE IN FRONT OF OPENING. "WA'$ER 'CLOSET CLEARANCES: IRC R3011 WATER CLOSET SHALL BE sm IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR its :il tow its :it 'SR .CEi9 F�ZONT &HALL NOT BE LE66 THAN 21 ". its ast :t mot ast ast 12 T1U555 ffi 24 3.C. ast its tot ms tot 5C,4LE : 1/411= 1.011 APPROVED by City of Yelm John Rowland 06/16/2017 8:36:13 AM WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH AFFROVED WATERPROOF MATERIAL. UTIE TY ROOM ALL BQ ) ALL 6 ACF6 IMMEDIATELY ADJACFNT TO WADH£R5, R!OM% A1ifl7' tt4UNDRY l!U5S SHALL BE SURFACED WITH tit :z; :,AFFROVED 0.4TgRPROOFM4TERI,i L. til :.:'GYPSUM WAj.LBE7ARD. R10231 LUA7ER— RESISTANT GYPSUM BACKING 'it ECAkD rYlb— ^.�3`JM BOAS USEI?(i4S THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FIN15H MATERIAL SHALL CONFORM TO 46TM C 1396, C 1115 OR C 1215. USE OF WATER — RESISTANT GYPSUM BACKING BOARD SHALL BE PER- MITTED ON CEILINGS. WATER - RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A CLASS I OR II VAPOR RETARDER IN A SHOWER OR TUB i. COMPARTMENT. CUT OR EXPOSED EDGES, INCLUDING TN05E AT WALL U INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE tit t:z e,- i,,,MANUFACTURER I. __ :R102 311 LIMITATIONS _ WATER — RESISTANT GYPSUM BACK— INC, BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. • •• ZC") LO 0 w Z LL Z 0" C) CC 4 00 W o L l, o 04 W E O x U) W x 19 O Z 00 Q O W Y J '�'^ VJ W W/ U) _ M C) CV 0) It MJW E 0 M F1 CD 0 TO 1 Z DRAWN BY R.E.S. DESIGN 3012 AD SHEET NUMBER 5 5 OF 8 NOTE: While every attempt has been made to assure the �Q accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or I (? N. 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 R5. EXT. HARDBOARD SIDING w/ I x2 BATTS ® 16" O.C. CONT. METAL GUTTER ON 5/4 x 8 FASCIA BD. /4 x z TRIM 54 x 4lM 2X45ILL;9 z1 "5 DEG SHIPIGLE k5,dG?ING HORIZ. LAP — HARDBOARD 51DING EXTERIOR ELEYATION5 4 x 6 LOOK —OUT , 2 x4 BRACE m 45 DEC,. 4 2 x 4 BACKER I'IBlllmll' ■ ■ I,� j�■�IBII Rm��11�1■mlBl��Ilm�11■IB� +��1� mill III RWNT © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. APPROVED by City John Rowlar 06/16/2017 8:36:: TRUSSES: R502.11,1 DESIGN, WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED £NGINE£RING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL- PLAT£ - CONNECTED WOOD TRUSSES SHALL ,RCHITECTURAL COMPOSITION COMPLY WITH AN517PI I. THE TRU55 DESIGN DRAWINGS SHALL BE 5PFIAL7 ROOFING PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUTES OF THE JURISDICTION IN WHICH THE PROJ- ECT IS TO BE j2 TRIM ON CONSTRUCTED IN ACCORDANCE WITH SECTION R1061 /4 x 8 BARGE BD. R502.112 BRACING. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL 5TA51LITY IN ACCORDANCE WITH THE REQUIREMENT5 5/4 x 12 FRIEZE BD, SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR THE BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS, IN THE ABSENCE OF 5PECIFIC BRACING REQUIREMENTS, TRU55E5 SHALL BE BRACED IN ACCORDANCE WITH ACCFPTFD INDU5TRY PRACTICF5, SUCH 45, THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BC5U GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 5/4 x 10 TRIM Rg0521 ROOF SLOPES FROM 2 UNITS VERTICAL BY 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL, UNDERLAYMENT SHALL BE 2 �p LAYERS OVERLAPPING 19 INCHES. FOR SLOPES OF 4 UNITS VERTICAL BY 12 UNITS HORIZONTAL OR GREATER, UNDERPAYMENT SHALL BE I LAYER tp OVERLAPPPING 2 INCHES. 0) RAFTERS: 88023 FRAMING DETAILS. RAFTERS SHALL BE FRAMED NOT MORE THAN 112 - INCHES (33 MM) OFFSET FROM EACH OTHER TO RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE NOT LESS THAN I -INCH (25 MM) NOMINAL THICKNESS AND NOT LE55 IN DEPTH THAN THE CUT END OF THE RAFTER AT VALLEYS AND HIPS THERE SHALL B£ A VALLEY OR HIP RAFTER NOT LE55 THAN 2 -INCH (51 MM) NOMINAL THICKNE55 AND NOT LE55 IN DEPTH THAN THE CUT END OF THE RAFTER HIP AND vALL£Y RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING FARTI- TION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE 5PECIFIC LOAD AT THAT POINT. WHERE THE M ROOF PITCH IS LESS THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25- PERCENT SLOPE), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIPS AND VALLEYS, SHALL BE DESIGNED AS BEAMS_ SC1 LE - 1/411_ 11_011 LEFT SIDE R103.4 FLASHING. APPROVED CORROSION - RESISTANT FLASHING SHALL BE APPLIED SHINGLE- FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILD- INC. STRUCTURAL FRAMING COMPONENTS. SELF- ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111, FLUID - APPLIED MLM5R4NE5 USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION - RESISTANT FLASH- INGS SHALL BE INSTALLED AT TLE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTE- RIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE 5UR- FACE OF THE EXTERIOR WALL FINISH OR TO THE WATER - RESISTIVE BARRIER COMPLYING WITH SECTION 1032 FOR 5UB5EQUENT DRAINAGE- MECHANICALLY ATTACHED FLEXIBLE FL45HING5 SHALL COMPLY WITH AAMA 112. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN i6c);,AGAN WITH ONE OR MORE OF THE FOLLOWING: 1 'rHE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING :oj TRJC710NS, OR FOR APPLICATIONS NOT 4DDRE55ED IN THE FNE5TRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH tHL FL'115HING MANLIFACTURLR' S INSTRUCTIONS. WNLRE FL45HING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASH- ING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER, A5, TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR T WALL NRISH °OR TQ?f.TH£ W, tlIK- NRE6ISTIVE BARRIER FOR 5U56EOUENT „�, DR!}I;'.jE?PE1=fINS USING F,`y5N FLASHING SHALL INCORPORATE FLAS+l17JG QRPROZ�GTION LS`E'THE HEAD AND SIDES. 12 IN\fG.G1 RPANC5. WITH T4 FLASHING DESIGN OR METHOD OF A ;; REG(ET£RED DESIGN PROF S610NAL. .. :NE 1.3. IN ?4OWRDANCff WITH 0THER APPROVED METHOZ 5. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CON- STRUCTION 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 COP- INGS AND SILLS. 32E 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5_ WHFRF EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR .: :, FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. '�`?ab. AT WALL AND ROOF INTERSECTIONS. '�. AT BUILT -IN GUTTERS. WEATHER RESISTIVE SHEATHING PAPER: R103.2 WATER- RE515TIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR OTHER APPROVED WATER - RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS TITAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LE65 THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PEN- ETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOP£ AS DESCRIBED IN SECTION R1031 TH£ W4TER- RE5I5TIVE BARRIER 15 NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS. • •• Zm lL� � N- U- Z Zco co CD 4 00 W Li 0 N W� 00 m O O O Ww < Q OW W ZU) L_ r C) T_ N lqll MJW cn C _m FL a) 0 Z DRAWN BY R.E.S. DESIGN 3012 AD SHEET NUMBER 6 g OF 8 J= zi RAFTER OPENINGS: PC R302.9 OPENINGS IN ROOF 4 CEILING FRAMING SHALL BE FRAMED WITH HEADER 4 TRIMMER JOISTS. WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4', THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME 51ZE AS THE CEILING JOIST OR RAFTER WHEN THE HEADER J015T SPAN EXCEEDS 4', THE TRIMMER JOIST AND HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE HEADER 89032.1 LOCATIONS. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS, A FLASHING SHALL BE INSTALLED TO DIVERT THE EATER AWAY FROM WHERE THE EAVE OF A STONE VENEER WAINSCOT SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING 15 OF w/ 3" CAST IN -FLAG$ GONG, GAP METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A TH'ICKNE55 OF NOT LESS THAN 0019 INCH (0.5 MM) (NO.26 GALVANIZED SHEET). SC1 LE - 1/411_ 11_011 LEFT SIDE R103.4 FLASHING. APPROVED CORROSION - RESISTANT FLASHING SHALL BE APPLIED SHINGLE- FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILD- INC. STRUCTURAL FRAMING COMPONENTS. SELF- ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111, FLUID - APPLIED MLM5R4NE5 USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION - RESISTANT FLASH- INGS SHALL BE INSTALLED AT TLE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTE- RIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE 5UR- FACE OF THE EXTERIOR WALL FINISH OR TO THE WATER - RESISTIVE BARRIER COMPLYING WITH SECTION 1032 FOR 5UB5EQUENT DRAINAGE- MECHANICALLY ATTACHED FLEXIBLE FL45HING5 SHALL COMPLY WITH AAMA 112. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN i6c);,AGAN WITH ONE OR MORE OF THE FOLLOWING: 1 'rHE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING :oj TRJC710NS, OR FOR APPLICATIONS NOT 4DDRE55ED IN THE FNE5TRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH tHL FL'115HING MANLIFACTURLR' S INSTRUCTIONS. WNLRE FL45HING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASH- ING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER, A5, TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR T WALL NRISH °OR TQ?f.TH£ W, tlIK- NRE6ISTIVE BARRIER FOR 5U56EOUENT „�, DR!}I;'.jE?PE1=fINS USING F,`y5N FLASHING SHALL INCORPORATE FLAS+l17JG QRPROZ�GTION LS`E'THE HEAD AND SIDES. 12 IN\fG.G1 RPANC5. WITH T4 FLASHING DESIGN OR METHOD OF A ;; REG(ET£RED DESIGN PROF S610NAL. .. :NE 1.3. IN ?4OWRDANCff WITH 0THER APPROVED METHOZ 5. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CON- STRUCTION 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 COP- INGS AND SILLS. 32E 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5_ WHFRF EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR .: :, FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. '�`?ab. AT WALL AND ROOF INTERSECTIONS. '�. AT BUILT -IN GUTTERS. WEATHER RESISTIVE SHEATHING PAPER: R103.2 WATER- RE515TIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE I FELT OR OTHER APPROVED WATER - RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS TITAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LE65 THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PEN- ETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOP£ AS DESCRIBED IN SECTION R1031 TH£ W4TER- RE5I5TIVE BARRIER 15 NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS. • •• Zm lL� � N- U- Z Zco co CD 4 00 W Li 0 N W� 00 m O O O Ww < Q OW W ZU) L_ r C) T_ N lqll MJW cn C _m FL a) 0 Z DRAWN BY R.E.S. DESIGN 3012 AD SHEET NUMBER 6 g OF 8 J= zi 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 APPROVED 6 x 6 P05T BASE EXTERIOR ELEYATION5 © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. 5cALE : 1 14ii= 1l -0` S.G. 8' -II I /Z" 10' -0" °ROVED 6 x 6 P05T BASE 4" TPICK CONCRETE SLAB "'T TNIOKENED EDGE STEP STOOP RIGHT SIDE APPROVED by City of Yelm John Rowland 06/16/2017 8:36:53 AM I` 0 Cfl O W ■ CO jLO .--. co LO 11 Z �, Z� C'7 co It 00 E 74 O W Lo `� L 0- 0 LY 00 0 0-) -17 O <o = z 1—O U) O Ww ft Y J x CZ 0W W ZW (Y) C) r CV C") ICT MJW DRAWN BY R.E.S. DESIGN 3012 AD SHEET NUMBER 7 7 OF 8 Jo zi zU ARC411 -COMP. ASPHALT ROOFING ''� 15 # SLD'G_ FELT 1 /2" COX SHEATHING ROOF BUILD -UP ROOF MEMBERS @ 24" O.C. R -49 INSULATION 2 -2x4 TO 2 x 6 STUDS 2x4F 12 5[77' LATE5 �" O.C. TYP. INT. W,4LL "' GUJB BUILD-UP PLATE 5ULD ING 5ECTION SEE DETAIL d ° 1 SIR POST DETAIL& N.T.S. © COPYRIGHT 2017 NORTHWEST HOME DESIGNING, INC. TYP, FLOOR BUILD -UP 6 X 6 POST 5/8" DENeGLA55 FIREGAURD WRAP W/ 5/4 X 131/4 HARDIE TRIM 5/4 X 11 1/4 HARDIE ACCENT TRIM a TOP d BOTTOM I HR PLAN VIEW POST DETAIL-C, N.T.S. APPLY TO P05T5 CLOSER THAN 5' FROM THE LINE USED FOR FIRE SEPARATION 3/4" T & G RL4EATL4ING FLOOR JOISTS PER FF PER FLOOR FRAMING EXT, SIDING AIR /VAPOR BARRIER 1/2" COX SHT'G, T:YP. EXT. LALLs: 2 j2x6 TQP PLATES UIL ...LP 2'4 '2 x 6 SOT PLATT= SCALE : 1411- 1' =011 F NOTE: THE PRESCRIPTIVE PATH METHOD OF THE IRC W45 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: IRC 3171(3) SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE NATURALLY DURABLE OR PRESERVATIVE- TREATED WOOD. COLUMNS AND PO5T5: R311.14 WOOD COLUMNS. WOOD COLUMNS 5144LL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE - PRESERVATIVE - TREATED WOOD. R4013 STRUCTURAL REQUIREMENTS. THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES. PLYWOOD 5UB FLOORING 8503.1 SHALL BE 3/4" T.$G. CDX OR 11/16" 055 (GLUED 4 NAILED). NAILING SHALL BE IOD - 6" O.C. ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS. WALL AND ROOF SHEATHING SHALL BE 1/2" COX OR 1/16" 055 NAILED W/ SD a 6" O.G. ALONG PANEL EDGES, AND 12" O.G. IN FIELD, SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: 8502.( BEARING. THE ENDS OF EACH JOIST BEAM OR GIRDER SHALL HAVE NOT LESS THAN 13 INCHES (36 MM) OF BEARING ON WOOD OR METAL AND NOT LE55 THAN 3 INCHES (16 MM) ON MA50NRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A I- INGH-BY-4 -INCH (25.4 MM BY 102 MM) RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. R502bJ FLOOR SYSTEMS. JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHE5 ll6 MM) AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE IOD FACE NAIL5AUJOOD 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 P4RTITION5 5H4LL 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 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 DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. WALL FRAMING: IRC R&0232 WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE IN5TALLED TO PROVIDE OvERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24 ". CUTTING AND NOTCHING: 8602.6 MAY NOT EXCEED 25% IN BEARING OR EXTERIOR WALLS, 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: 8502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET (1219 MM), THE HEADER JOIST SHALL BE A SINGLE MEMBER THE SAME SIZE AS THE FLOOR JOIST. SINGLE TRIMMER JOISTS SHALL BE U5ED TO GARRY A SIN - GLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET (914 MM) OF THE TRIMMER JOIST BEARING. WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET (1219 MM), THE TRIMMER JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT GRO55 SECTION TO SUPPORT THE FLOOR JOIST5 FRAMIPY INTO THE HEADER BEARING PARTITIONS: 8502.4 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 VENT5 SHALL BE FULL DEPTH SOLID BLOCKED WITH LUMBER NOT LE65 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 STP,0@TjkIRAI;a,'s;PROPERTIE5 FOR HORIZONTAL MEMBERS: THE PRESCRIPTIVE PATH METHOD OF THE IRC WAS NOT FOLLOWED IN THE DESIGN OF THIS RESIDENCE, ALL LATERAL AND GRAVITY DESIGN SOLUTIONS SHALL BE PROVILXL BY THE ENGINEER OF RECORD. APPROVED by City of Yelm John Rowland 06/16/2017 8:37:06 AM CD ■ 00 LO Z LO N w LL Z ZC) cc Lfi p W o L I, C: Q N Co � a W00 0 0) O Z z O Ww Y J VJ r Ow LLI ZU) C) 04 0) It R.E. 3012 AD 8 8 OF 8 NOTE: While every attempt has been made to assure the Q 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 zi RECORD's "S- Sheets" and /or (attached) documents MFR 2 6 WOOD 5%ns m V. OL `y TYPE k GYPSUM SHEATHING EXTERIOR SHEATHING ms ,_ EXTERIOR SIDING R21IN�L O INSULATE WATER LINES R -3 FOR GOLD 4 R -4 FOR HOT. IEGG R4B3A4 -IS' ILL INTERIOR AND EXTERIOR STAIRllAYS SHALL I I BE PROVIDED WITH A YEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREAD5 TO A LEVEL NOT LESS THAN I FOOT - CANDLE (11 LUX) MEASURED AT THE CLADS -C ROOFING MATERIAL F CENTER CF THE TREADS AND LANDINGS. — FIw- RE615TANT 6HEAT4_ WITHIN FIRST John Rowland C T, HPNDRAIL 34 " -38" ABOVE 4' -0", NO PENETRATIONS ALLOWED 5'ASPH ALT OR APRV'D AIR BARRIER 1READ NOSING ON STAIRS WITH 4 �' R5eR5 2x ST1D5 R- 211N5ULATION R303b.1 LIGHT ACTIVATION. WHERE I" NON. EXT. SIDING SEE ELEVATION5 - I¢ NOFWT 54Et4 * ffe LIGHTING CUTLET6 ARE IN6T4LLED IN INTERIOR 5TAIRWAYS, THERE SHALL BE Z O uINC�£� iT�4BSgW IPG'U", TO REO. .AR HEIGHT uwlcu aLLCw PASSAGE 34" 1.,G. PLYWOOD 515FLOOR A WALL SWITCH AT EACH FLOOR LEVEL METAL FLASH'S OF A 6RffTg 4 IN IN DIAMEI£R SEE I LAYERS OF ROOF VENT WITHIN 4 OF 3 TYPE'X Gus SAVE WITH 50LID 15LOCKING TO CONTROL THE LIGHTING OUTLET 4" COMO. SLAB - Ex4RION5. R311.1b THERE SHALL BE R -30 INSULATION WHERE THE STAIRWAY HAS 6Ix OR JOISTS PER AN A FLOOR OR LANDING AT J\ 3�OOFII� CLASS c MATERIAL a 24 55E5 " OL. MORE RISERS. WP. I'E:MBRME _ THE TOP AND BOTTOM OF SIRS T$516jA¢�T �HfSATHINh^,. WJTHJN)PT X ( N(5 PEr TRATIDNS oJEV .')' > Ix BOTTOM PLATE STUB OUT 14 BAR EACH 5TAIRWAY,THE MIN unprH PERNDICULAR ( ,t jR�d9TIN6UL. k APRVD RIM x 1 TO THE DIRECTION OF e TTFE 'x' r JE R -30 IN5ULATICN \ TRAVEL SHALL BE NO LESS THAN THE WIDTH OF H,. (' " I §a TYPE X 6uB ® ?x'TRE DS— REINF. BARS TIGHTLINE THE FLIGHT SERVED. I LAYERS OF 2 x 6 WOOD STUDS • I6" OC. I nI ' PER ENG'G GAL. AT EA STR'NKER MTL. FRAMING ANCHORS J >" TYPE 'X' G 9) %, TYPE X GYPSUM SHEATHING 5. PER PLAN CARR AGE APPLY TO WALLS CLOSER THAN 5' EXTERIOR SHEATHING EXTERIOR EXTERIOR _ FOUNDATION DRAIN WASHED ROCK FILL (TYPJ SURFACE USEABLE SPACE BELOW STAIR W, 5/8 TYPE k GUI.B, FROM THE LINE USED FOR FIRE SEEAR$TION � [ F ANCHOR BOLTS PER E Z I R 21 M5ULY / DOUN6POlT TIGHTLINE .II —III NOSING MIN 3/4" 2x TOE PLATE 83111.1 5TAIRWAY6 SHILL NOT BE LE51 THAN % %' NOSING MAX. 1 I/4" INCHES (914 MM) M CLEAR WIDTH AT ALL -INT5 ABOVE THE F'ER'TITTED HANDRAIL HEIGHT - L AND BELOW THE REQUIRED HEADROOM HEIGHT. SCALE N.T.S. GA FILE No WP 30401 1 GENERIC ONE HOUR GTYPSUM wALLBOARR, WOOD STUDS FIRE ONES.BAYER 5/@T TYPE "k' YF'SE1M WALLBOARD OR GYPSUM VENEER AvFLIEO 3 AR4LLEW.GR AT M(HT ,. E TO EADH SIDE OP ITH� ZjrS GR 14 WOOD SIDDS SR, RA�19�'p 24 QV W/ SQ ( - ENCOATEj$LB 1 L96 I/4" HEAp6 T D.G. HGRQgJT;33, JOINFSi @Tf�GEF'ED�IIx'DTLE5514M Q a GP ITE BIDES imEsi F HIOQIE55: 2 Ve .dF UEICdfT: l Po4 z. ^FIRE T£8T. (UL, UL DESIGN 0338 zU GA FILE NO WP 8185 GENERIC v ONE HOUR wCRR SE: LAVE w1L813/a" 5/6' TYPE EATHING, WOOD STUDS FIRE GYPSUM WALLBOARD, GYPSUM SH EXTERIOR SIDE: 5 E LAYER 48" WIDE AL TYPE "x" GYPSUM SHEATHING APPLIED FR PARALLEL 10 2 x 4 ROOFING NAILS S, JO AT VERTICAL JOINTS AND T' Y BE UNTF ATE STUDS AND OLA AND ETO BE PLATES. JOINTS OF GYPSUM SHEATHING 1 MAY BE LEFT WTREATED. EXTERIOR GLADDII�G TO BE ATTAOIEp i4 ,ROUGH SHEATHING TO Sn1D5, INTERIOR SIDE: ONE LAYER 5/B' T'PE'X" CU1B, WATER RESISTANT GYPSUM BACKING THICKNESS: vARE3 BOARD, OR GYPSUM VENEER 5A5E APPLIED PAF:ALLEL 5 5 AT RIGHT RICHES TO AFPROk. WEIGHT: T Psl STUDS WITH 6D COATED NAILS, 11i ' LONG, OMS" SHANK. V4" HEADS, 1" 00, FIRE TEST: SEE WP 35b (LOAD BEARING) (UL 83501-41,- 48,9 -I1 -65 UL DESIGN U309 NL 81319- 129,1 -22 -10 IL DESIGN UH) APPROVED by City of Yelm DBL 2 TOP PLATE John Rowland 5'ASPH ALT OR APRV'D AIR BARRIER 2x ST1D5 R- 211N5ULATION 06/16/2017 8:37:29 AM I" NON. EXT. SIDING SEE ELEVATION5 - I¢ NOFWT 54Et4 * BASEBOARD AFRV'D RIM 34" 1.,G. PLYWOOD 515FLOOR METAL FLASH'S — GLUED ( NAILED IPPR AIR BARRIER 4" COMO. SLAB - R -30 INSULATION I" NOM, EXT. 51C INC, . yA R-21 IN SEE ELEVATION5 WP. I'E:MBRME _ FLR 6T5. PER PLAN Ix BOTTOM PLATE STUB OUT 14 BAR 2x P.T. SILL PLATE k APRVD RIM x 18" a 24" OL, - 4 R -30 IN5ULATICN DOJMSPOUi APPROVED ANCHOR BOLTS ' REINF. BARS TIGHTLINE PER ENG'5 CALC5. PER ENG'G GAL. -. FLR JS 5. PER PLAN M ID06 BLACK VISA. VAPOR BARRIER FOUNDATION DRAIN WASHED ROCK FILL (TYPJ ,..., � ms I�II�II PORCH SLAB DETAIL 5CALE: 1 /211 - V-011 FLR J5T5. PER PLAN R -30 INSULATION 3/4" T,4 PLYWOOD SUBFLOOR GLUED < NAILED SOLID BLOCKINK N 4. BEAM Z SOT, OF BEAM 2x GUSSETS Z P.T. POST ANCHOR POSTS AG4IN57 LATERAL GONG. PAD MOVEMENT PER ENG'5- CALC5. 806 BLACK VISA, VAPOR BARRIER GIRDER DETAIL 5CALE: 1/2" = 1' —�" STAIR CONSTRUCTION DETAIL NT5. ( SIMILAR) 311 2 x 4 BACKER 112 x 4 BRACE 1 9 45 DEGREES IR \ GABLE LINE 2 x 4 BACKER GABLE BRAGS RETAIL � 5/8" GIIB (TYPE "X ") ix STUDS -:. R -21 INSULATION F j/4 TtG. PLYU1( 2. RIM JOISTS F'$RE) a NAILEI EXPANSION JOINT 1 x ✓ ft 5, 4" GONG 5LA6 ON 6 MIL VISOUEEJ VAPOR BARRIER ARIFA SEP. 5CALE; 1 /211 - —01' EM. FIN. PER ELF, S°FELT Irz" SHEATHING Z P.T. SILL PLATE 'PROVED ANCHOR BOLTS R END'S. CALCS. 1� .,i NOTE VERIFY ANCHOR BOLT SIZE Ti e SPACING AND MBAR SIZE e SPAGIN'i WITH ENGINEER CALC'S, FTG DRAIN IN REINF. EARS WASHED ROCK FILL (TYP) PER ENG'G CALC5 STEM WALL DETAIL D SCALE: 1/2" = 1' -0" I I I I I I I I I I JL EXFIAN51ON TANK REQ. W/ CLOSED PLUMBING SYSTEM. SHUT OFF VALVE ON COLD WATER COW FLEXIBLE WATER CONNECTION / A u MAX 24" IN LENGTH T/F' VALVE DRAIN LINE TO RUN TO EXTERIOR POINTING DOWN 6" MIN, TO 24" MAX FROM GROUND, I I %4" X 22 GAUGE SEISMIC STRAP IN THE UPPER AND LOWER THIRDS. W/ MIN, 4 X 2 LAG SCREW 4 WASHER. I I 2 x 4 LEDGER ATTACHED TO STUDS X 4 LAG SCREWS W/ WASHEE R, . IiYP.) FLEXIBLE GAS CONN. 7 ANCHOR WATER HEATER TO 545E - BASE TO FLOOR R415E PILOT LIGHT 10'' 1 ABOVE FIN. FLR. WATER HEATER SUPPORT (IECC 840343 ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOOR5 SHALL BE PLACED ON A INCOMFRES6IBLE, INSULATED SURFACE WITH A MIN. THERMAL RE5I5TANCE OF R -10. ARCH'L GRADE COMP. SHINGLES PE- F TRUSSES ®I C O.C. 15" 45F'FWLT FELT � (SEE ROOF OOF FRIG. FOR PITCH) - APPROVED HURRICANE TIE A$ PER ENG'G CALC5. SORT D VENT BLK'G 12" NOM. SHEATHING INSULATION BATTLE TO MANTAIN NN. P AIR SPACE AS_ NSULATION EXTEND BAFFLE 12" ABOVE - -IN NSULATION. R -49 INSULATION I -2x6 TOP PLATE 4" CUTTER OVER 5/4 x 8" FASCIA R -21 INSULATION WHEN U51NG 4 x HEADER M 2 x 6 WALL TYPICAL WALL FILL VOID wrR -10 RIGID IN5UL BD. CONSTRUCTION W14EN TRUSSED R -21 INSULATION FLR J515- PER PLAN APPROVED RIM BOARD DBL 2 TOP PLATE } GUB . WALLS - I¢ NOFWT 54Et4 * •, .. 15 A6P4. FELT OR . REPROED VAPOR BARRIER WHERE REQUIRED IPPR AIR BARRIER I" NOM, EXT. 51C INC, R-21 IN SEE ELEVATION5 3/4" T,K. PLYWOOD SJBFLOOR Ix BOTTOM PLATE GLUED e NAILED r k APRVD RIM - 4 R -30 IN5ULATICN ' FLR JS 5. PER PLAN P.1. SILL PLATE a ,..., � ms I�II�II III F ANCHOR BOLTS PER E Z W" REINF. BARS r PER ENGG CALO DOUN6POlT TIGHTLINE .II —III w III F, Z L A06 BLACK VIER VA R BARRIER FO,#IOSTI<,N DRAIN WASHED R04°`>r- -FILL RYPJ RN� / TYP. TWO STORY CONI=n 5CALE: 1/211 = 1 -0II 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 I,- O co 0 ■ 00 0 LIB ZM LO N LL Z ZC) T to E Q W�� 12 T LL W VM 00 E E M = O ~ O Ww Y J V' Ow W ZU) L_ r C) N D1 1 OF 1 'Zi