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<br /> DESIGN CRITERIA: 1 i �I��L I,I��LI�i� ������L� M1507.3 WHOLE-HOUSE MECHANICALVEN7ILATION SYSTEM. Simple Heating System Size:Washington State z ,
<br /> WHOLE HOUSE MECHANICAL VEiVTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE This heating syskem sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals O z
<br /> WITH SECTIONS M1507.3.1 THROUGH M1507.3.7. J and S.This caiculatorwill calculate heatin loads onl ACCA rocedures for sizin coolin s stems should be used to determine coolin loads. � "
<br /> sTRUCTURAL SYSTEMS PRESENTEn ___ ___________ ___����__�__ _ �oF REQ,o 9 v P 9 s v 9 O ,
<br /> TYPICAL CONNECTION TYPE FASTENER LOCATION The giazing(window)and door portion of this ca�culator assumes the installed lazing and door roducts have an area weighted average U-factor of 0.�. �p ' > t-
<br /> REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE&v_�T TLc FASTENERS � p ¢
<br /> INTERNATIONAL RESIDENTIAL CODE M1507.3.1 SYSTEM DESIGN. 7he incorporated insulation requirements are the minimum prescriptive amounts specified bythe 2015 WSEC. � p
<br /> EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM -� Piease fili out a►I of the green drop-downs and boxes that are applicable to your project.As you make seiections in the drop-downs for each section,some Z
<br /> $d COMMOtV{or} TOENAIL COMPLYING WITH SECTION M1507.3.4, M1507.3.5, M1507.3.6 OR M1507.3.7. COMPLIANCE IS values wili be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at z � .
<br /> DESIGN LOADS: JOIST TO SILL OR GIRDER 3 3"x 0.134" NAILS (STAGGER) ALSO PERMITTED TO BE DEMC?NSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL '� (360)956-2042 for assistance. Permit#: C1709-0o4
<br /> � Site Rddress: 5Q34�CEAIV DR
<br /> LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE MECHANICAL COQE. Contact�ntormation Owner: BUSTARD CUSTOM CQIVSTRUCTIOIV INC
<br /> 8d COMMON(or) TOENAIL EACH
<br /> le= 1.OQ SEISMIC USE I SITE CLASS D, BRIDGING TO JOIST 2 � PAUL BUSTARD CUSTOM CONS7RUCTIOP! Tenant: [l'enName]
<br /> ' ' 3"x 0.131" NAILS END M1507.3.2 CONTROL AND OPEF2ATlON.
<br /> SEISMIC DESIGN CATEGORY D App.Date: 9/14/2Q17
<br /> 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY
<br /> LIGHT FRAME BEARING WALL w!WOOD PANEL: R=6.5&Cs-0.13 � Proposed Use: NEW SFR DETACHED
<br /> SOLE PLATE TO JOIST OR „ „ „ TYPICAL FACE ACCESSIBLE BY THE OCCUPANT.
<br /> Ss= 1.25&Si =0.40(PER 2002 USGS MAP w!LAT. &LON.) BLOCKING(WALL) $ O.C. 3 x 0.131 NAILS NAIL 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE-HOUSE VENTILATION SYSTEMS Heating Svstem Tvpe: o Au ome�systems HeatPump Description: NEW SFR DETACHEQ �
<br /> Sos=0.83 &SDt =0.43, DESIGN BASE SHEAR=8.93 k SHALL BE PROVIDED TO THE OCCUPANT BY THE INSTALLER OF THE SYSTEM. To see detailed lnstructions�oreach sectlon,place yourcursoron the worri 9nstructions". �
<br /> TOP PLATE TO STUD OR STU� Desi n � �/ � '`
<br /> LATERAL WIND LOADS: WIND SPEED: 110 m h, EXPOSURE B GCP�-t0.18, Kn= 1.00 ' 3 3"x 0.131"NAILS END NAIL �� LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY g Temperature Revie,ved By: � Date: ,I�� ���
<br /> p � - TO SOLE PLATE{WALL} MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. Design Temperature Difference(4T) 49 -'7�- _. '
<br /> 4. CONTINUOUS WHOLE-HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE-HOUSE �T=lndoor(lOdegrees)-OutdoorDeslgnTemp �,OfFice Set 1ob Site Set FireJPlanning Set . ,
<br /> VERTICAL LOADS: ROOF LOADS FLOOR LOADS STUD TO SOLE PLATE(WALL} 4 8d COMMON(or) TOENAIL VENTILATlON SYSTEMS SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED-AIR Area of euildin4
<br /> 3"x 0.131"NAILS SYSTEM FANS, OR SUPPLY FANS SHALL BE EQUIPPED WITH"FAN ON"AS OVERRIDE Conditioned FloorArea
<br /> DEAD LOAD 15 PSF 10 PSF CONTROLS. CON7ROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM - Conditioned Floor Area(sq ft) 3,202 '
<br /> LIVE LOAD N/A 40 PSF DOUBLE STUDS, OR MULTIPLE g"O.C. 3"x 0.131"NAILS FACE NAIL �N�THOUT ENERGIZING OTHER ENERGY-CONSUMING APPLIANCES. A LABEL SHALL BE AFFIXED Average Ceiling Height Conditioned Volume
<br /> SNOW LOAD 25 PSF NIA LAM MEMBERS TO THE CONTROLS TNAT READS"WHOLE-HOUSE VENTILATION SEE OPERATING
<br /> � Average Ceiling Neight(ft} 8.0 25,616
<br /> INSTRUCTIONS}."
<br /> TYPICAL FACE 5. INTERMlTTENT WHOLE-HOUSE VENTILATION SYSTEMS. Glazinca and Doors U-Factor X Area=UA
<br /> SOIL AND FOUNDATION: DOUBLE TOP PLATES 12"O.C. 3"x 0.131"NAILS NAIL o.30 370 111.00
<br /> INTERMITTEiVT WHOLE-HOUSE VENTILATION SYSTEMS SHALL COMPLY WITN THE FOLLOWING:
<br /> 5.1. THEY SHAL.L BE CAPABLE OF OPERATING INTE€2MITTENTLY AND CONTINUOUSLY. �lights U-Factor X Area=UA �
<br /> DESIGN VALUES: BLOGKING BETWEEN JOISTS OR 3 3"x 0.131"NAILS TOENAIL ��2� THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXF#AUST FANS, p,�q -- � �,
<br /> RAFTERS TO TOP PLATE FORCED-AIR SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING 07HER r� W "
<br /> ALLOWABLE BEARING: 2000 PSF Insulation � z
<br /> COEFFICIENT OF FRICTION: 0.30 ENERGY-CONSUMWG APPLIANCES. c� LLj
<br /> Attic U-Factor X Area=UA
<br /> RIM JOIST TO TOP PLATE 6"O.C. 3"x 0.131"NAILS TOENAIL 5.3. THE VENTILATION RATE SHALL BE ADJUBTEQ ACCORDWG THE 1'HE EXCEPTION IN o.o2s �,898 49.35 'r' �
<br /> ACTIVE PRESSUR E: 4 0 P C F(U N R E S T R A I N E D) SECTION 403.8.5.1. � � ' �
<br /> 55 PCF(RESTRAINED) 5.4. THE SYSTEM SHALL BE DESIGNED SO THAT IT Cf�N OPERATE AUTOMATICALLY BASED ON APPi�OVED Single Rafter or Joist Vauited Ceilings u-Factor X Area UA
<br /> PASSIVE PRESSURE: 250 PCF FILL ALL NAIL __
<br /> RAFTER TO TOP PLATE RAFTEf2 SPACING SIMP. "H1"CLIP THE TYPE OF CONTROL 71MER INSTALLED. PLAN�111`J� & COP�IIMUNITY No selection
<br /> HOLES PER SIMP. F ,
<br /> ALL FOOTINGS SHALL SEAR UPON UNDISTUFtBED SOIL OR COMPACTED FILL AT LEAST 18" 5.5. THE INTERMITTENT MECHANICAL VENTILATION SYST�M SHALL OPERATE AT LEAST ONE nEVEL Pi�1ENT D_I'T.
<br /> MOUR OUT OF EVERY FOUR.. '' AboveGradebYalls(seaRgufel) U-FactorXArea UA
<br /> BELOW FWISHED GRADE. 16d COMMON{or} gY � --- o.oss z,d46 136.98 � �
<br /> JOIST TO RIM (BAND)JOIST 4 FACE NAIL 5.6. THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A � Z �
<br /> 3"x 0.131"NAILS 24-HOUR CLOCK TIMER. DA~ E� C � � �' -
<br /> ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR 70 BACKFILLING. COMPACTED FILL SHALL Floors U-FactorXArea UA � (j Q
<br /> „ „ � „ „ , „ 5.7. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO
<br /> BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCHa. COMMON NAILS (6d-2 x 0.113 , 8d-2/z x 0.131 , 10d-3' x 0.148 } 0.025 1,sss 47.45 '� z �. �2
<br /> OPERATE THE WHOLE-HOUSE FAN ACCORDWG TO THE SCHEDULE USED TO CALCULATE THE �
<br /> LIFTS AND COMPACTED TO A MINIMUM 95%OF THE MAXIMUM DENSITY AS DETERMINED BY b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WALL � � � LLj
<br /> WHOLE-HOUSE FAN SIZING. ae�ow�radewanstseeFiy�re» u-FactorXArea UA W W �
<br /> ASTM D-1557. SCHEDULE , E- W > � .
<br /> 5.8 A LABEL SHALL BE AFFIXED TQ THE CONTROL THAT READS 'WHOLE-HOUSE VENTILATION No selection -- I- U � O �
<br /> CONCRETE: M 5070.3.21 OTP�RATING IiVS RUCTIONS �(�(Vr11iV�ifi���.1����'��������1��'D -
<br /> TABL� �2402.�.1 �'(70TNOTES PR10R TO RERUEST F0��INAL tN�P��10N Slab BelowGrade(see Fgure 7) F-Factor X Length UA � ¢ � � � � }
<br /> !u O F- z �- �-- tr �
<br /> INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION OPERATING h� No selection -- � � z Q :, .
<br /> cONCRETE SHALL BE OF THE FOLLOWING 28 DAY T�ST STRENGTH AND MIX: FOR Si: 1 FOOT=304.8 MM, CI =CONTINUOUS INSULATION, INT=INTERMEDIATE FRRMING. � L.andscaping �encir�g,,..,.�,..��� ��� r � �
<br /> a R-VALUES ARE MINIMUMS. U-FAC;TORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTRUCTIONS, AND A WHOLE-HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. .
<br /> WSTALLED IN,�CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE M1507.3.3 MEGHANICAL VENTILATION RAT'E Environment�liy 5�nsitive Are� ` A _ n Slab onGrade(seeFigure 1) F-FactorX Length UA
<br /> 1 F'c=3000 PSI V' ,�,�� t ' -�����Z'LrC.cr°'..r No selection 12-7-17
<br /> � INSULATiON, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVi�E OUTDOOR AIR TO ,_,�,.,,Other���.....�- !
<br /> 2} MAXIMUM SLUMP=4" SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED ON THE TABLE. EACH HABITABLE SPACE AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN COt1ts�Ct:_ ` h � �
<br /> 3} MAX WATER/CEMENT RATIO =0.53;6 GALLONS PER SACK ACCORDANCE WITH TABLE M1507.3.3 1 . ' �� Location of Ducts ����,
<br /> 0 o b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS, 7HE SHGC COLUMN � � ���)�57-�73�,ext.���� Duct Leakage Coefficier�t �• A •
<br /> 4) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4/o t 1/o EXCEPTION: THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM lS PERMITTED TO � 1� oPµ'�x�,�
<br /> APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM 1.10 �,- F� �c�.d
<br /> 5) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION ti� � °
<br /> ARE EMBEDDED. GLAZED FENESTRATION SHGC REQUIREMENT� IN CLIMAT�ZONES 1 THROUGH 3 WHERE THE � y �
<br /> SHGG FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30 FOR NOT LESS 7HAN 25 PERCENT OF EACH 4-MOUR SEGMENT AND THE VEN7ILATION RATE Sum of UP, 344J7 �'+ ; �;q, v� `
<br /> DESIGN F'c=2500 PSI WITH F'c=3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2. c "10/15/21.+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR PRESCRlBED IN TABLE M1507.3.3(1) IS MULTIPLIED BY THE FACTOR DETERMINED IN � �
<br /> Envelope Heat Load 16,894 Btu!Hour �
<br /> R-15 ON THE CONTINUOUS INSULATION ON THE WTERIOR OF THE WALL, OR R-21 CAVITY ACCORDANCE WITH TABLE M1507.3.3(2). Fivure 1. sumotuaxoT �� � ��/r,"
<br /> INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE __.__ - ,_--- "" -�-- =" -' ---- - �� -" - , Air�eakage Heat Load �ts,sss stu�Hour ��� ����.�o
<br /> NON-SHRINK 4000 PSI NON-SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES. „ „ _ .. _a.����� -- � � _, voi�mzxo.sxerx.o+a ,p� �y�j
<br /> ,�-�_- , �- -
<br /> INTERIOR OF THE BASEMENT WALL. 10/15/21.+TB SHALL BE PERMITTED TO BE MET WITH R-13 � ' . . ONALE
<br /> /'� Bwiding Design Heat Load 30,450 Btu/Nour
<br /> GAVITY INSULATION ON THE WTERIOR OF THE BASEMENT WALL PLIJS R-5 CONTIIVUOUS � -" ! � -==-o_ ,vr�eaka9e.e�v�opefteattoss
<br /> PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0"TO MINIMIZE THE EFFECTS�JF ', , � �� f ����"'���(� ��� � � ��-j� /'�,� �...�-,� ��-� '�..,_,.
<br /> INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "10/13"MEANS R-10 CONTINUOUS �} � ,,,,,,,yy 6'" • Building and Duct Heat Load 33,495 Btu/Hour
<br /> CONCRETE SHRWKAGE DURWG CURING. CONCRETE uHALL BE PROTECTED DURING GURING �NSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT �" �� � /� \ . �r , p �
<br /> Ducts in unconditioned s ace:Sum of Building NeaF Cass X f.f0 ,
<br /> TO MINIMIZE EVAPORATION AND MAINTAIN A M015T CONDITfON. „ „ Ductslncondilionedspace:SumotBuildingHeatLassX1
<br /> THE INTERIOR OF THE BASEMENT WALL. TB MEANS THERMAL BREAK BETWEEN FLOOR SLAB `qn ,v- /,� / �')
<br /> ��) ���� ��� �J'7lY�.t-�- ���/ � T"7'/�� Maximum Heat Equipment Output 46.893 etu/Hour
<br /> P I P E S S H A L L N O T B E E M B E D D E D l N S T R U C T U R A L C O N C R E T E U N L E S S S P E C I F I C A L L Y AND BASEMENT WALL �� V 1�-��-/ � 8 u i i d i n g a n d D u d H a a t L o s s X f.4 0 f o r F o r c e d A i r F u m a ce
<br /> APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. � `� � / 8ufldingandDudHeatLossXf.25torHeatPump .
<br /> SEE R402.2.9.1. / ti--'��,�� �/�/l���'��l-1 � ��� �LJ/�`��
<br /> e THERE ARE NO SHGC REQUIRMENTS IN THE MARINE ZONE. /��/�J'�i�-��iG �,�.,�- p �j V ,E%�/�` � to�rovis�
<br /> REINFORCING STEEL: f BASEMENT WALL INSULATION IS NOT REQUIF2ED IN WARM-HUMID LOCATfONS AS DEFIfJED I
<br /> � ���
<br /> BY FIGURE R301.1 AND TABLE R301.1 ,�-� �L���� '�(��'1�� C�� �/�t'� l-� ���1��1� Prescriptive Energy Code Compliance for All Climate Zones in Washington
<br /> REBAR: GRAQE fylpSl) �f��� �•,�1".,,,• ��
<br /> g RESERVED.
<br /> h FIRST VALUE IS GAVITY INSULATION, SECOND IS CONTINUOUS INSULATION OR WSULATED This prnject will use the requirements af the Prescriptive Path belaw and incorporate the
<br /> #4 &SMALLER 40 40,000 SIDING SO"13.+5" MEANS R-13 CAV{TY INSULATION PLUS R-5 CONTINUOUS INSULATION OR � '� �y the mini�num values listed. In addition, based on the size of the structure,the appropriate '
<br /> #5 & LARGER 60 60,000 INSULA7ED SIDING. IF�TRUCTURAL SNEATHING COVERS 40 PERCENT OR LESS OF THE �... "���i�• � J��"' � � „� ��m�`'� num6er of additional credits are checked as chosen by the permit applicant. .
<br /> EXTERIOR, CONTINUOUS WSULATION R-VALUE SHALL BE PERMITTED TO BE REpUCED BY NO � - ,_ ,
<br /> COVER: _ " ,.
<br /> �'
<br /> - ,
<br /> MORE TNAN R-3 IN THE LOCATIONS WHERE STRUCTURAL SHEATHING IS USED TO MAINTAIN A n � = All Climate Zones = a ', � �° =.
<br /> CONSISTENT TOTAL SHEATHING THICKNESS. �� ��-_ � t; !�'���''�����;�� �,�' �t�".��-����i�-� R-Valuea U-Factora � ' � - � �� ' � t � \�'
<br /> CAST AGAINST EARTH: 3" i THE SECOND R-VALUE APPLIES WNEN MORE THARf HALF THE INSULATION IS ON THE �� �y�-��� �� '� �
<br /> ART OR WEATHER: 2" � � 3� ��� �. � , ` � � �� q1 �'y � : T
<br /> EXPOSED TO E H , ��-x- r� �;) ;,,��=JiAL ��''��'�_-�����"' �enestration U-Factorb n/a El:�� � '' { $ ,,� $,�.,, �; :��
<br /> INTERIOR OF THE MASS WALL. }�( �,, , Y �,�R� i � � ��' �'_�� �. � �.< �
<br /> SLABS, WALLS AND JOISTS: 3/4" ) FOR SINGLE RAFTER-OR JOIST-VAULTED CEILINGS,THE INSULATION ME BE REDUCED TO , _ � �--`', ti+;- `y";'C�i'.:'.: � ' „ :ry,`, ���� � � f
<br /> , _ �.�r� �-�(� - - Skylight U-Factor n/a 0.50 �� .�� � t�5 � � r
<br /> BEAMS AND COLUMN: 1-1/2" `' } ''� ' ` !. ..y: `��'
<br /> R-38. ' " ' ,l � Glazed Fenestration SHGCb,e n/a n/a �� , �t -���- -, �, '
<br /> k INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH � � � Ceiling 49j p,p2g �'� ir�,��,t` f �' '+ 3 '
<br /> LAP ALL FIELD SPLICES 3Q DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL EXTERIOR H E A D E R S I N S U L A T E D W I T H A M I N I M U M R-1 0 I N S U L A T I O N. • � __� .�
<br /> PROJECTIONS TO STRUCTURE WITH#4 BARS @ 12 HOOKED WTO WALL. ;__� , '� �-� ;%�'';'='���''� '���''`�`��!{J��i Woo d Frame Wa l l g,k,l 21 int 0.056 ���
<br /> � I LOG AND SOLID TIM�ER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.51NCHE5 ARE .� �--�,.,,,�
<br /> EXEMPT FROM THIS INSULATION REQUIFtEMENT. ;_ ; , r,.� y�
<br /> BFND WALL AND FOOTING BARS 18"AROUND CORNERS, OR USE CORNER BARS. , ' '-�'�i't_,'y Mass Wall R-Valuei 21/21h 0.056 _ �
<br /> �iA�LE R402.1.3 FOOTNOTE Floor Q9�"`m�. - 0.-029 �� "�"� �� ��' '
<br /> � CG'��1; ,:��'.3iJ`> �1A���NRY if�lS�c�'TI�N �
<br /> WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1.4 UNLESS a NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT CALCULATION Below Grade Wallc,k 10/15l21 int+TB 0.042 ~"'�
<br /> � ���1 Ui�dG II�lS�ECTiON �
<br /> NOTED OTHERWISE. PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE�ULL MESH OVERLAP OR AN APPROVED SOURCE OR AS SPECIFIED IN SECTION R402.1.3. � Slabd R-Value&Depth 10, 2 ft n/a �
<br /> AT SPLICES. � HIG�I 5TRr NGTN 3�JLTIPIG INSPECTlON •Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. �� .
<br /> MANUFACTURED ROOF TRUSSES: � pTHE� Each dwelling unit in one and tuvo-family dwellings and townhous�s,as defined in S+ection 101.2 0#the � • _
<br /> Interna#ion�l Residential Code shali comply with suffiicient options frorn Table R406.2 so as to aehieve the
<br /> ROOF TRUSSES SHALL BE DESIGNED BY AN ENGWEER REGISTERED IN THE STATE OF {� ��j�, �����-�-(�1�.��.._ �>�---'�� following rninimum numi�er of credits:
<br /> WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS.THE SNOW LOAD SHALL BE NOTED M1507.3,4 WHOLE-HOUSE VENTI�ATION USING EXHAUST FANS. ����� ���� � e +�������� � � � �% � 1. Small Dwelling Unit:0.5 points �
<br /> THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE-HOUSE �j ��..Ija..� (� f �c�+�.�`�'�-� � � �
<br /> UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION.TRUSS DESIGNS SHALL BE i`��� Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square fieet of fene�tration
<br /> SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLE�FOR IN PLANS. HAND�E AND INSTALL VENTILATION SYS7'EMS USING EXHAUST FANS. A SYSTEM WHICH MEETS ALLTHE ANCHOR
<br /> MARK STRAP NAILWG HOLDDOWN STUD ANCHORAGE � ...y r �; f� area.Additions to existin buildin that are less than 750 s uare feet of heated floor area.
<br /> IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIRMENTS FOR A BOLTS ��(� ��t�/��`---�� I������ � ���" � � � g g a
<br /> WHOLE-HOUSE VENTILATION SYSTEM. 2. Medium Dwelling Unit: 1.5 points
<br /> STHD8 STHD8 (24 ) 16D N�A r All dwelling units that are not included in#1 or#3, including additions over 750 square feet.
<br /> SHEATHING: M1057.3.4.1 WNC�L�-F10USE VENTILATION FANS. STHD8RJ SINKER t� b���'����� 3. Large Dwelling Uni#:2.5 points
<br /> ��f tr �r�d by
<br /> EXHAUST FANS PROVIDWG WHOLE-HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25 �n�draw�n9 Pr�P Dwelfin units exceedin 5000 s uare feet nf conditioned floor area. �
<br /> 1) WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS WCHE<S WATER GAUGE AS SPECIFIED IN TABLE P/11507.3.3(1}. MANUFACTURERS'FAN FLOW � �� • s-, $ r���t$ ���,���g� ��CUC�laf�� g 9 �1 .
<br /> WITH 8d NAILS @ 6"O.C. ALL PANEL EDGES AND AT 12"O.C. IN FIELD AND PROVIDE SOLID RATINGS SHALL BE DETERMINED ACCORDING TO HVI 9169 OR AMCA 210. ������k �� ��qull'£� �t� �1�$ N
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. �n9�n��r• Table R406.2 Sum�nary �
<br /> �� 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL 'TA 'V�1"1� AppTOV�a $Ul�altl�' ��ig�'it option Description Credit{s) ! � � �
<br /> 2) ROOF: 7/16 APA RATED SHEATNWG, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF M1507.3.4.2 FAN NOISE -� � � .� ,
<br /> @ WHOLE-HOUSE FANS LOCATED 4 FEET OR LESS FROM 7HE INTERiOR GRILLE SHALL NAVE A 2) CRIPPLE WALL CONSTRUCT SAME A�S.W.ABOVE 1a Etficient Building Envelope 1a 0.5 0.5 �
<br /> RAFTERS/TRUSSES WITH 8d NAILS 6"O.C. ALL PANEL EDGES AND AT 12"O.C. IN FIELD � �
<br /> AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWtSE IN PLAN OR SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 �NCHES WATER GAUGE. MANUFACTURER'S 3} EXTEND FOUNDATION AS REQ'D. FOR H.D.A.B. EMBEDMENT � 1b Efficient Building Envelope 1b 1.0 � �
<br /> NOISE RATINGS SHALL BE DETERMINED AS PER HVI 915(MARCH 2OQ9). REMOTELY MOUNTED 4 THREADED ROD AND COUPLER AS REQUIRED �o ��������� �n� ����'� ��
<br /> SHEARWALL SCHED�JLE. � � nwners r2Spon$�b��►�j 1c Efficient Building Envelope 1c 2.0 � �
<br /> I 3 FLOORS: 3/4 APA RATED SHEATHING, 24/16, EXPOSURE NAIL TO OUTSIDE FACE OF JOISTS 1� i� 2a Air Leakage Control and Efficient Ventilation 2a 0.5 t_,._
<br /> ) � FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE STRUCTURAL ELEMENTS OF THE r�i�ertY I�naS` � r � �
<br /> WITH 10d NAILS @ 6"O.C. ALL PANEL EDGES AND AT 12"O.C. IN FIELQ AND PROVIDE SOLID gUILDING AND FROM ATTACHED DUCT WORK USING INSULATEQ FLEXIBLE DUCT OR OTHER � 2b Air Leakage Control and Efficient Ventilation 2b 1A
<br /> SLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. APPROVED MATERIAL. p �+ g � �, �. 2c Air Leakage Control and Efficient Ventilation 2c 1.5
<br /> ����� �i�'�L� �L����69�� I� �3UII,.�I1`dC`r �S 1�t0'I' PO�ITIC►T�(EI� �,_, 3a Hi hEfficienc HVAC3a 0.5 � �"'� � �
<br /> GENERAL NOTES: M1507.3.4.3 FAN CONTROL�. I1�IDICATEI) Olai APPROVED SITB �'�.�Y`��
<br /> 9 Y
<br /> THE WHOLE-HOUSE VENTIL.ATION FAN SHALL MEET THE REQUIREMENTS OF SEC�"ION NAILING* SMEAR FLOW NAILING DESIGN A �EW �ITE PI,AN S�IAL7 �F �U�;�ri1 i 4 3b High E�ciency HVAC 3b 1.0 1.0 � � �
<br /> DO NOT SCALE DRAWWGS. USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL M1507.3.2 AND M1507.3.2.1. --- -- - ----- --- -------------- -- ------- -- --- ----- ------- - ------- TED. I�ttO FUI�T;�IER II,dSPECTs01�IS 4VIL:L, 3c High Efficiency HVAC 3c 2.0 � %r
<br /> 3d High Efficiency HVAC 3d 1.0 '
<br /> � VERIFY ALL DIMENSIONS AND ALL CONDITIQNS AT THE SITE. CONFLIC7S BETWEEN THE BASE BE��,E U1�1 THIS PR.O J E C"t'U i`�T I L�'��i E 4 High Efificiency HVAC Distribution System 1.0 � � -
<br /> DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER SEFOftE PROCEEDING WITH THE N11507.3.4.4 OUTDOOR AIR INLETS. SHEATHING EDGES BASE TOE NAIL SILL PLATE �g�/ISED �ITB PLAI'�i�-IAS BEEN APf'f�C3V-
<br /> MARK FI�LD SHEAR 5a Efficient Water Heating 5a 0,5 0.5 �
<br /> I WORK. OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY If�1DIVlDUAL OUTDOOR COMMON BLOCKEQ PLATE RIM/TOP ANCHORS'`* �� �� �'gE BUII,v��1G�i UBLI� �N'C3�K� �
<br /> AIR INLETS. WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST f'OINTS BY CAPACITY 5b E�cient Water Heating 5d 1.5 1.5
<br /> vEP��• 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 � °
<br /> REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW SY INSTALLATION OF �.�
<br /> WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. DISTRIBUTION DUCTS, UNDERCUTTWG DOORS, INSTALLATION OR GRILLES,TRANSOMS, OR �j ��OSB 8d @ 6" 8d c�'D 12" 16c1 @ 8" 16d @ 5" �2 �A.g. @ �-�, �: � �� � � ' � ����:� -_ ' - = '=Total Cr�dits 3.50
<br /> SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1�2 INCH ABOVE THE SW1 ONE SIDE O.C. O.C. O.C. p,�. �8"O.C. & 150 PLF Ar� . ��' •*Ple�se refer to Table R406.2 for complete option descriptions
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURWG SURFACE OF TNE FINISH FLOOR COVERING. ENDS ��'����� ��`�� �����A��`;_
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTILALL INQIVIDUAL ROOM OUTDOOR AIR INLETS SHALL: � /Z��q,g. � �.o ��ovision� sF;_�Il p? made ior 'r_h� conrro! ancl clrainage af surfa�e http:J/www.ener y.wsu.edu/�ocuments/2012%20Res%20Energy.pdf
<br /> PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN WSTALLED.THE CONTRACTOR 1. HAVE CONTROLLABLE AND SECURE OPENINGS; /g pgg 8d @ 4 8d @ '12 16d @ 5 SIMP. LTP4 „
<br /> SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT 2. SE SLEEVED OR OTHERWISE DESIGNED SO AS NOT TO COMPRQMISE THE THERMAL Sw2 ONE SIDE O.C. O.C. O.C. @ 20"O.C. 32 O.C. & 350 PLF water around buildings by: gut#ers, drain lir�es, inlefs ar�d catch
<br /> REQUIRED INSPECTIONS. PROPERTIES OF THE WALL OR WINDOW IN WHICH TNEYARE PLACED; ENDS �asins or o#her necessar;� drainage structures and shall b? installed C�ENE�L NOTES
<br /> � 3. PROVIDE NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH * USE COMMON NAILS FOR ALL NAILING. ;^ihere sfiorm watQr disposal cannoi be obtained �viThout rheir u5e or ����������� ���������� �������� �CHE�ULES
<br /> THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT HABITABLE SPACE. ANY INLET OR COMBINATION OF INLETS WHICH PROVIDE 10 CFM AT 10 ** ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK vvhere erosian cannot be revent�d h� finish radin and IanfinU. "
<br /> SHOWN. PASCALS ARE DEEMED EQUIVALENT TO 4 SQUARE INCHES NET FREE AREA. � � g � p G a��3��f11� ��'C�J��� �� ��1+C����:
<br /> Dry wells sh�ll r�a7 be ir,st�il2d in areas ����here th2 soil is not wv!! �
<br /> PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR drained and�or porous. � �'���I�i' �
<br /> RECOMMENDATIONS. OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM � �������� � � ��� � �� ������� REVISION: 1
<br /> THE FOLLOWING AREAS: � ����1���'��� � ���� ����� ������,�p ��� ������ DATE: 10-3-17 � '
<br /> 2, �r�ding shall be provid?d tn insure:
<br /> THIS DRAWWG IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED 1. CLOSER THAN '10 FEET FROM AN APPL.IANCE VENT OUTLET, UNLESS SUCH VENT OUTLET ��- �RAWN BY: TJM
<br /> ' ONLY WITH THE PERMISSION OF TNE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST IS 3 FEET ABOVE THE OUTDOOR AIR WLET. , '�� ������$��� �
<br /> (a) �iversion or' Nater a�r�ay fram buildingse
<br /> � BEAR THEIR NAMES AS ENGINEER. 2. WHERE IT WILL PICK UP OBJEC710NABLE ODORS, FUMES OR FLAMMABLE VAPORS. '
<br /> 3. A HAZARDOUS OR UNSANITARY LOCATION. ��) r revention ofi siandir�g water and soi! saturation detrimenzal
<br /> 4. A ROOM OR SPACE HAVING ANY FUEL-BURNING APPLIANC�S THEREIN. �o structures and fof use,
<br /> PROPA�1�TANK�, HEAT PUMPS AN� SCALE: AS NOTED
<br /> ������°���������� �����.���� OTH�R EQIiI�M�iVT(�R APPU�TENANCES PROJECT NO: W4354
<br /> 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMQWG�RAINAGE SYSTEM
<br /> UNLESS TNE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. ��) That nafiara! drainage channels �r ba�ins ��'� �c�� b9�cked �r MAY N(�T gE LO�AT�D iN�'H�FR�N�'
<br /> SHEET NO:
<br /> filled. ����� ������� �������� AtdD SID�SE`t�ACKS. PROPAfVE TAIdKS
<br /> 6. ATTIC, CRAWL SPACES, OR GARAGES. ��� ��� ���D.�� REC�UIRE ADDII'IONAL P�RMIl'S ISSt1��
<br /> �d) Prov9sions for the dis�n�al �P �r���er fr�rr� � ���. (i��p��7�� ��' ����'a��,� � �
<br /> �) Pf�tection oi� adjoining prop?�-�ya � BY 1'H� EVERET7�IR�D�PART�I�NT
<br /> P�IOR`Ct� IiVSYAL�TIUN.
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