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<br /> 2009 L T' 11C1' L � . �SH�f�GTO S1'�4�' EN�RC�Y C�►�E f�(�T' �ASz�No. � � �
<br /> A. GENERAL REQUIREMENTS G. TlMBER FRAMIPJG (CON7'.) �DATEzzEc�zv�D
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<br /> VEIVTILATION SYSTEMS BLDG DESIGN �Y PRESCRIPTIVE �PPROA�CH a�P�owEr�DATE��,�,��✓�B I�
<br /> ALL WORK SHALL COMPLY WITH THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), 4. STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING JOINTS AT 2009 INTERNATION MECHANICAL CODE+wASHINGTON STATE AMENDMENTS
<br /> INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), 2009 UNIFORM PLUMBING CODE, 2009 INTERNATIONAL CORNERS AND AT INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN DOUBLE PLATES SHALL 2006 WASHINGTON STATE ENERGY CODE CH.51-11 WAC
<br /> MECHANICAL CODE, INTERNATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE AND LOCAL BE OFFSET AT LEAST 48�. GENERAL NOTES: EFFECTIVE JULY 1,2007 OFFICE SET� JOB SET
<br /> AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. 5. BRIDGING AND BLOCKING SHALL COMPLY WITH IRC R502.7 AND THE FOLLOWING REQUIREMENTS. SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED IN EACH KITCHEN,BATHROOM,WATER CLOSET,LAUNDRY
<br /> IT IS THE CONTRACTOR�S RESPONSIBILITY TO READ AND VERIFY ALL DIMENSIONS AND SPECIFICATIONS OF THESE 601.1 GENERAL: THIS CHAPTER ESTABLISHES DESIGN CRITERIA IN TERMS OF PRESCRIBED REQUIREMENTS
<br /> A.SOLID BLOCKING OF NOT LESS THAN 2" NORMAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL PRO UCED.OR SWIMMING POOL,SPA,AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS FOR BUILDWG CONSTRUCTION. � --aU
<br /> PLANS PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL VERIFY ALL STEPS, STEP-DOWNS, DECKS, ETC., SUPPORTS OF JOISTS AND RAFTERS. {� � a
<br /> PRIOR TO CONSTRUCTION. ALL HEIGHTS, SETBACKS, AND FLOOR ELEVATIONS SHALL BE VERIFIED BY A LICENSED THE PROVISIONS OF THIS CHAPTER ARE APPLICABLE TO ALL GROUP R OCCUPANCIES.OCCUPANCIES SHALL � o 0
<br /> LAND SURVEYOR PRIOR TO EXCAVATION. ANY DISCREPANCY IN TF�IESE PLANS SHALL BE BROUGHT TO THE B. BETWEEN SUPPORTS PROVIDE BLOCKING OR BRIDGING AT 8�-O„O.C. FOR FLOOR JOISTS AND 10�-0»O.C. THE MINIMUM SOURCE SPECIFIC VENTILATION EFFECTIVE EXHAUST CAPACITY SHALL NOT BE LESS THAN LEVELS COMPLY WITH ALL THE REQUIREMENTS OF CHAPTER 5 EXCEPT FOR THE MODIFICATIONS HEREIN SPECIFIED. Z CO o-
<br /> ATTENTION OF THE DESIGNER IMMEDIATELY. DO NOT SCALE DRAWINGS. WfZITTEN DIMENSIONS SHALL HAVE FOR RAFTERS. SPECIFIED IN IMC 403.8.1. � � � �
<br /> FOR WOOD FRAME ASSEMBLIES,THE BUILDING ENVELOPE REQUIREMENTS OF THIS CHAPTER MAY BE MET x `r° �
<br /> PRESIDENCE OYER SCALED DRAWINGS AND EXISTING, ON-SITE DIMENSIONS SHALL BE VERIFIED WITH WRITTEN 6. GLULAM BEAMS SHALL BE GRADE 24 F-V4 DF/DF IN CONFORMANCE WITH THE LATEST NDS (Fb=2,400 PSI� FOR BY INSTALLING ONE OF THE PRESCRIPTIVE PACKAGES IN TABLE 6-1 OR 6-2.INSTALLED COMPONENTS SHALL � m � �'
<br /> DIMENSIONS PRIOR TO CONSTRUCTION. SIMPLE SPANS AND 24F-V8 FOR CONTINUOUS SPANS. EXPOSED GLUI.AM BEAMS SHALL BE ARCHITECTURAL EXCEPTION:WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY THE SOURCE SPECIFIC MEET THE REQUIREMENTS OF SECTION 602.COMPLIANCE WITH NOMINAL R-VALUES SHALL BE -� a v
<br /> THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT APPEARANCE GRADE. VENTILATION REQUIREMENTS FOR KITCHENS,THE RANGE HOOD OR DOWN DRAFT EXHAUST SHALL NOT BE LESS DEMONSTRATED FOR THE THERMAL RESISTANCE OF THE ADDED�NSULATION IN FRAMING CAVITIES AND/OR L!J
<br /> A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS THAN 100 CFM AT 0.10 INCHES WATER GAUGE. INSULATED SHEATHING ONLY AND SHALL NOT INCLUDE THE THERMAL TRANSMITTANCE OF OTHER BUILDING �
<br /> AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE 7• SHEATHING: MATERIALS OR AIR FILMS, BUT SHALL PERMIT INTERRUPTION BY OCCASIONAL FRAMING MEMBERS.OTHER �"
<br /> THAN WOOD FRAME ASSEMBLIES WITH CONTINUOUS INSULATION UNINTERRUPTED BY FRAMING SHALL ALSO
<br /> A•WALLS: �/�s" APIA RATED SHEATHING, 24 16, EXPOSURE. SOURCE SPECIFIC VENTILATION CONTROLS.SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY . .� , -- �
<br /> OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE � „ „ BE ALLOWED TO COMPLY WITH NOMINAL R-VALUES. . k
<br /> REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE DESIGNER HAS NOT BEEN NAIL TO OUTSIDE FACE OF STUDS WITH Sd NAILS AT 6 0.0. ALL PANEL EDGES AND AT 12 o.e. IN FIELD. MANUAL SWITCHES, DEHUMIDISTATS,TIMERS,OR OTHER APPROVED MEANS.SOURCE SPECIFIC VENTILATION ��� � • ..,r,w,, ;,...
<br /> CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES-OR CONSTRUCTION UBSERVATION SERVICES PROVIDE SOLID BLOCKING AT ALL EDGES. UNLESS NOTED OTHERWISE IN PLAN OR SHEAR WALL NOTES. SYSTEM CONTROLS SHALL BE READILYACCESSIBLE. FOR METAL ASSEMBLIES,COMPUANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH CHAPTEP.4 OR ., "
<br /> CHAPTER 5 BASED ON THE ASSEMBLIES IN CHAPTER 10.COMPLIANCE WITH NOMINAL R-VALUES IS NOT "� �
<br /> FOR THIS PROJECT AND lS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CONSTRUCTION OF B. ROOF: �/�g" APIA RATED SHEATHWG, 24 16, EXPOSURE. ' ` -- t' p
<br /> SOURCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING.EXHAUST DUCTS SHALL BE ALLOWED, UNLESS THE FULL NOMINAL R-VALUE OF THE INSULATION IS INSTALLED EITHER INSIDE OR OUTSIDE `� '� � ~'' -! ;• ,`'k;� U
<br /> BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING NAIL TO OUTSIDE FACE OF STUDS WITH 8d NAILS AT 6" o.c. ALL PANEL EDGES AND AT 12" o.c. IN FIELD. •-
<br /> EQUIPPED WITH BACK-DRAFT DAMPERS.ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED OF THE FRAMING AND IS UNINTERRUPTED BY FRAMING. t ',�' �h ��s�: :�!ic . ''°:x��
<br /> THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET PROVIDE SOLID BLOCKING AT ALL EDGES. UNLESS NOTED OTHERWISE. TO A MINIMUM OF R-4.TERMINAL ELEMENTS SHALL HAVE AT LEA �xCEPTION: GRouP R-1 AN�R-2 oCC � r ��' _��� �a �
<br /> OWNER BUILDER S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THES� C. FLOORS: �4n APIA RATED SHEATHING, 40�20, EXPOSURE. ST THE EQUIVALENT NET FREE AREA OF THE DUCT UPANCY BUILDINGS MAY USE A MAXIMUM AREA WEIGHTED AVERAGE . _ ��•t ��
<br /> � y n WORK.TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE PROTECTED U-FACTOR FOR COMPONENTS NOT EXCEEDING THOSE PRESCRIBED IN PATHS III AND V IN TABLE 6-1 OR PATHS ��,�''�� ' �� , � '" s�,�� �
<br /> PLANS BY ANYONE OTHER THAN THE INTENDED OWNER/BUILDER IS NOT PERMITTED. GLUE AND NAIL TO FLOOR JOISTS WITH 10d NAILS AT 6 o.c. ALL PANEL EDGES, AND AT 10 o.c. IN FIELD. FROM ENTRY BY LEAVES OR OTHER MATEf21AL. MINIMUM 50%NET FREE AREA SHALL MEET THE REQUIREMENTS OF Iv AN�vI IN TAB�E 6-2. �'; �� ; �� ��, `�
<br /> ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. D. EXTERIOR DRY DECK SYSTEMS SHALL HAVE A MIN. OF 2�2" AC (EXTERIOR) CROSS BANDED PLYWOOD AND R3o3.5. � ��`�3 "; -:���� -�
<br /> SHALL BE NAILED TO JOISTS WITH RING SHAMED GALVANIZED NAILS. SLOPE DECKING A MIN. OF �" PER TA�LE 6-'I ;`��`� - '�'� �
<br /> OCCUPANCY AND CONSTRUCTlO�1 TYPE i�-0". INSTALLATION OF DECKING MEMBRANE PER MANUFACTURER SPECS. 7'�4�LE 1111lC 403.$.'I / IRC M'I�OH.Z '� �' ' �° � '`F� `'
<br /> PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY ���N ', F' '��� �
<br /> OCCUPANCY: 8. FORELOCKING, DRAFTS, AND FORETOPS SHAI.L COMPLY TO IRC 302.11. CUMATE ZONE 1 � '��� t�i�� !�� ����av��.��� � , ��
<br /> MINIMUM VENTILATION RATES �� �,f, ��� �! ,��..,.h ��.�dJ,�'w,,�,;�
<br /> R-3 SINGLE FAMILY CONTINUOUSLY OPERATING SYSTEM t2 t�}�r��; �� `? � �`�' �,'9�t � '
<br /> 9. NAILING SHALL COMPLY TO I.R.C. TABLE R602.3(1) UNLESS OTHERWISE NOTED. POST/BEAM AND BEAM/BEAM GLAZING U-FACTOR WALL WALL
<br /> U-1 PRIVATE GARAGE CONNECTIONS SHALL BE MADE USWG LIGHT GAGE METAL FRAMING CONNECTORS SIMPSON "STRONG-TIE� OR GLAZING WAIL INT4 EXT4 s�Bs �����t�=��.�f' � �'-.,��,'-.:
<br /> ' FLOOR AREA BEDROOMS' OPTION AREA:10 �� DOOR9 Z VAULTED ABOVE BELOW BELOW FLOOR ON ��m 0�o�� ` � � ,
<br /> APPROVED EQUAL. (SQ. FT.) 0-1 2-3 4-5 6-7 >7 %OF FLOOR VERTICAL OVERHEAD U-FACTOR CEILING CEILING3 GRADE GRADE GRADE GRADE Z� E �:��r� o L �� �� ��o
<br /> CONSTRUCTION TYPE: 10.ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN TFiE STAiE OF WASHINGTON AND o,,���
<br /> T Y P E V, N O N-R A T E D FABRICATED FROM HIS/HER DESIGNS. THE SNOW LOAD SHALL BE NOTED UNDEF2 DESIGN LOADS AND VERIFIED < 1500 30 45 60 75 gp �V• UNLIMITED 0.35 o.5e o.2o R-38 R-30 R-21 R-2� R-�o R-30 R-10 Q Z y �`��a =�� ��o m a'a
<br /> GROUPR-3 �a �_ ymo == ��$�aN �
<br /> PRIOR TO FABRICATION. TRUSS DESIGNS SHALL BE SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR =��- � �- � ��- o_ ��;�
<br /> AND R-4 �o� y m c r� �-'� � �° ��m�= 2
<br /> DESIGN LOADS IN PLANS. HANDLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1501-3000 45 60 75 90 105 OCCUPANCIES �"°'�� `°w � o N�_���s.__ e�
<br /> }W J"� C�`-� y U � d p ��. N y O C
<br /> SNOW 25 PSF LL, ROOF 15 PSF DL, VERIFY W LOCAL ZONING 11. NON-BEARING WALLS MUST BE HELD AWAY FROM TRUSS 80TTOM CHORDS WITH AN APPROVED FASTENER TO 3001-4500 ONLY a W o � o � _ _ �,a..� � a.� o g
<br /> ROOF LOAD ( / ) 60 75 90 105 120 o LL �w� 0 3 � a N �.__ �..
<br /> ��oo � m_oms = =-o'�� �
<br /> ATTIC LIVE LOAD " REFERENCE CASE W�a��� �, � n �� t
<br /> 10 PSF I NSURE THAT THE TRUSS BOTTOM CHORD DOES NOT BEAR ON 1'FiE WALL. ��Q N m o o� m g.� o.F E � �
<br /> 4501-6000 75 90 105 120 135
<br /> WIND LOAD 85 MPH WIND VELOCITY, EXPOSURE B 1 2.A P P F 2 0 V E D H A N G E R S M U S T B E U S E D A T A L L C O N N E C T I O N S O F R A F T E R S, J A C K, O R H I P T R U S S E S T O T H E M A I N
<br /> SEISMIC ZONE SITE CLASS D GIRDER TRUSS. 6001-7500 g0 105 120 135 150
<br /> SEISMIC SPECTRA SS = 1.25, S , = 0.4 (USGS 2002/2003 BY LATITUDE AND LONGITUDE) 13.PLYWOOD BEAMS (MICRO-LAMS & PARA-LAMS) AND PLYWOOD WEB TRUSSES (JIM) SHALL BE MANUFACTURED >7500 105 120 135 150 165
<br /> KZT FACTOR 1.00 BY TRUSS-JOIST MACMILLAN.
<br /> FLOOR LOAD FLOORS: 40 PSF LL, 10 PSF DL, DECKS: 40 PSF, STAIRS: 100 PSF 1.8E WS MICROLLAM LAMINATED VENEER LUMBER (LVL) ALLOWABLE DESIGN STRESSES:
<br /> FLUID PRESSURE 35 PSF E=1,GOO,OOO PSI, Fb = 2,600 PSI, Fv = 285 PSI, Fcl = 750 PSI, FC = 2,460 PSI INTERMITTENTLY OPERATING VENTILATION SYSTEMS.THE DELIVERED VENTIIATION RATE FOR INTERMITtENTLY OPERATING
<br /> VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELNERED CAPACITY FROM TABLE M1508.2,AND ITS VENTILATION
<br /> 2.OE WS PARALAM PARALLEL STRAND LUMBER (PS) ALLOWABLE DESIGN STRESSES: EFFECTiveNess allo oAi�Y Ft�a,cTioNa�oPERnTiorv TiMe FRorn Tae�E M�sos.s.
<br /> SOI L AND FOUPIDATIOPd DATA E=2,000,000 PSI, Feb = 2,900 PSI, V = 29O PSI, FL = 650 PSI, FCC = Z,9OO PSI FOR SYSTEMS DESIGNED TO OPERATE AT LEAST ONCE EVERY THREE HOURS,VENTILATION EFFECTIVENESS CAN BE 1.0.
<br /> EQUIVALENT ENGINEERED LUMBER PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PEiVDING REVIEW INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS.THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE
<br /> DESIGN BEARING STRENGTH 2O00 PSF AND APPROVAL OF THE DESIGNER, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER ALLOWABLE REQUIREMENTS FOR INTERMITfENT WHOLE HOUSE VENTILATION SYSTEMS USING EXHAUST FANS.A SYSTEM WHICH MEETS ALL
<br /> COEFFICIENT OF FRICTION 0.35 DESIGN STRESSES. THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR A WHOLE HOUSE VENTILATION `
<br /> PASSIVE RESISTANCE 300 PCF sYSTenn.
<br /> CARRY ALL FOOTINGS DOWN TO UNDISTURBED SOIL, MINIMUM DEPTH = 18" UNLESS NOTED. CENTER FOOTINGS ON 14•HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 DF-L#2 OR BETTER WITH ONE CRIPPLE AND ONE
<br /> , „ FAN CONTROLS.THE WHOLE HOUSE VENTILATION FAN SHALL BE CONTROLLED BY A 24-HOUR CLOCK TIMER WITH THE
<br /> COLUMNS AND WALLS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. KING STUD AT EACH END FOR OPENINGS 8 -0 OR LESS AND TWO CRIPPCES AND ONE KING STUD FOR caPaBiun oF coNriNuous oPERnrioN,MANUALAND AUTOMATIC CONTROL.THE 24-HOUR TIMER SHAIL BE READiLY
<br /> OPENINGS MORE THAN 8�-O" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. ACCESSIBLE.THE 24-HOUR TIMER SHALL BE CAPABLE OF OPERATING THE WHOLE HOUSE VENTILATION FAN WITHOUT
<br /> COMPACTED FILL SHALL CONSIST OF PREDOMIINAN fLY WELL GRADED GRANULAR SOIL FREE OF ORGANIC MATERIAL BLOCK SOLID TO FOUNDATION. ENERGIZING OTHER ENERGY-CONSUMING APPLIANCES.ATTHE TIME OF FINAL INSPECTION,THE AUTOMATIC CONTROL TIMER
<br /> AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM S INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 9rJ°lo� SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN FOR AT LEAST 8 HOURS A DAY.A LABEI SHALL BE AFFIXED TO THE CONTROL - .-
<br /> OF THE MAXIMUM DENSITY AT OPIIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. 15.SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d � 8" O.C. STAGGERED. LAMINATE 2x6 COLUMNS TOGETHER THAT READS��WHOLE HOUSE VENTILATION(SEE OPERATING INSTRUCTIONS)."
<br /> WITH (2) OFFSET ROWS OF 16d NAILS � 8" O.C. DRIVE ADJACENT NAILS FROM OPPOSITE SIDES OF THE
<br /> B. SITE WORK COLUMN. EACH INDIVIDUAL STUD SHALL BE A7TACHED TO THE ADJACENT STUD.
<br /> 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING 1MTH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
<br /> WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FWISHED GRADE.) PROTECT DRAIN TILE AND H. THERMAL /�►ND 11lfOISTURE PROTECTIOPI
<br /> WATERPROOFING. 1. INSUL.ATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
<br /> 2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS BELOW FROST OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON n g��p±
<br /> LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. FL �I L �� �M �17i1� I �
<br /> 3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO ROOF AND 2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION ����
<br /> STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE TIGHT LINE WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
<br /> 4• CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1) STUD HOLDOWN
<br /> ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER APPLICABLE MARK STRAP NAILING HOLDOWN ANCHORAGE ANCHOR BOLTS �
<br /> CODE. 3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER '1 GENERAL NOTES
<br /> MANUFACTURER'S INSTRUCTIONS. (16) 16d �-
<br /> MS�C2s MSTC2s sinker ENERGY CODE NOTES ��',� �� � �
<br /> C. CONCRETE 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS,
<br /> 1. CONCRETE SHALL BE FO�iMED, MIXED, PLACED, AND FINISHED IN ACCORDANCE WITH ACI 318. LAPPED AT ALL SPLICES AND OVER FOOTINGS. SHEAR 8c HOLDOWN SCHED.
<br /> 2. CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX. (54) 10d
<br /> MSTC48B3 MSTC48B3 tota� AREA CALCULATIONS
<br /> A. F'C=2500 PSI, 6 SACKS OF CEMENT PER CUBIC YARD. I. FINISHES 2a ELEVATIUNS � PLAN A
<br /> B• MAXIMUM SLUM = 4". GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH �" TYPE "X" GYPSUM WALL BOARD. STHD8 STHD8 (24) 16d 2b ELEVATION� - PLAN B
<br /> �• MAXIMUM WATER/CEMENT RAT10 = 0.53; 6.0 GALLONS PER SACK. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH �" GYPSUM WALL BOARD. STHD8RJ sinker N�A 2c ELEVATIONS - PL.AN C
<br /> �• MINIMUM ENTRAINED AIR CONTENT SHALL BE 6� + 19�. „
<br /> E• INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS ARE WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2 GYPSUM
<br /> WALL BORRD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND STHD10 STHD10 (28) 16d 3a FOUNDATION PLAN - PLAN A & F3 �� ��
<br /> EMBEDDED. COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE J�" GYPSUM WALLBOARD. CEILINGS WITH JOISTS STHD10RJ sinker N/A
<br /> 3. PROVIDE STANDARD CRACK CONTROL JDINT OF ALL SLAB-ON-GRADE USiNG MAXIMUM DIMENSION OF 20'0" / TRUSS BASEMENT PLAN Y
<br /> UNLESS OTHERWISE NOTED. SPACES GREATER THAN 16" SHALL RECEIVE �" GYPSUM WALLBOARD OR �" GYPSUM CEILING BOARD. WALLS 30 SDS Ya"x 2Yz" 1"f6 STEEL THREADED 3C � � �
<br /> HHDQ14 HHDQ14-SDS2.5 � > FOUNDATION PLAN - PLAN C �.,�.�� � �
<br /> 4. TYPICAL SILL ANCHOR BOLTS SHALL BE N�" DIA. AT 48"o.c. WIT}-i MIN. EMBEDMENT OF 7" UNLESS NOTED SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. SCREWS ROD SEE DETAIL K/7 BASEMENT PLP�P�
<br /> OTHERWISE. WATER-PROOF SUR�ACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO
<br /> SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL 4
<br /> 5. ALL WOOD FORMS USED FOR CONCRETE IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND MATERIALS, BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. 2) CRIPPLE WALL CONSTRUCT SAME AS S.W. ABOVE MAIN FLOOR FRAMING
<br /> SHALL BE R�MOV�D. 5 MAIN FLOOR PLAN
<br /> 6. PLACE NO BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOORS ARE IN PLACE. 3) EXTEND FOUNDATION AS REQ'D. FOR HOLDOWN A.B. EMBEDMENT ROOF PLAN - PLAN A
<br /> J. IVIECHAPIICAL 6�
<br /> 7. PROVIDE BROOM FINISH OR EXPOSED AGGREGATE FINISH FOR ALL EXTERIOR CONCRETE WALLS, PATIOS, STAIRS, 4) THREADED ROD AND COUPLER AS REQUIRED
<br /> PORCHES, AND DRIVES UNLESS NOTED OTHEf�WISE. PROVIDE FINF FLOAT FINISH FOR SURFACES TO BE COVERED 1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INS7ALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN BUILDING SECTION ���� � �' ���� �
<br /> BY FLOORING, IILE, OR CARPET. PROVIDE STEEL TROWEL FINISH FOR INTERIOR WALKING SURFACES NMICH WILL ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE AND LOCAL CODES. ROOF PLAN - PLAN B
<br /> NOT BE COVERED BY FLOORING. 2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL 6b ���� � m �,�� �
<br /> $• ALL EXTERIOR CORNERS OF EXPOSED CONCRETE SHALL HAVE A �'a" CHAMFER OR 1ROW�LLED 1" RADIUS UNLESS CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2009 IRC, AND LOCAL CODES. BUILDIf�G SECTION p�. g
<br /> NOTED OTHERWISE. PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE WASHINGTON �������LL S C F'�E�U LE 6c ROOF PLAN - PLAN C ���� �r � el� � �
<br /> g• SLOPE EXTERIOR CONCRETE SLABS AND GARAGE SLABS 1'0 DRAINS. STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH THAT ALL PILOT
<br /> 10. PROTECT ALL CONCRETE WORK DURING CURING TO MINIMIZE EVAPORATION. LIGHTS, BURNERS, HEATING ELEMENTS, OR SWlTCHES ARE LOCATED A MIN. OF 18" ABOVE THE GARAGE FLOOR. * BUILDING SECTION
<br /> SHEATHING NAILING S�EAR FLOW NAILING SILL OPTIONAL KITCHEN PLAN
<br /> MARK COMMON EDGES TOE NAIL �'��E 7 DETAILS
<br /> [�. RE1�4FORCING ST�EL K. ELECTh�ICAL BLOCKED FIELD BASE PLATE RIM JOIST OR TOP ANCHORS**
<br /> 1. DFTAIL, FABRICATE, AND PLACE RE-STEEL AS SHOWN IN ACI "MANUAL OF STANDARD PRACTICE" ACI 315. SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR $ DETAILS
<br /> 2. REINFORCING SHALL BE GRADE 40, fy=40,000 PSI. BARS OF #5 AND LARGER SHALL BE GRADE 60. IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. ELECTRICAL SCHEMATiCS S W 1 �/s"OSB 8d @ gd @ 16d @ 16d @ YZ"dia.Anchor Bolt
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<br /> 3• COVER (CLEAR DIMENSIONS) PROVIDED IN THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. 1 side 6"o.c. 12"o.a 8"o.c. 5"o.c. @ 48"o.c. & @ ends `��'"�'$ �'
<br /> A. EXTERI OR FACES OF WALLS 1-Y2" � 1��-�;
<br /> B. VERTICAL FACES EXPOSED TO EARTH 2". � °OSB $d 8 16d Sim sonLTP4 " � ���� ������������ � ������
<br /> C. BOTTOM OF FOOTINGS 3" CLEAR. L. FIRESTOPPING SWZ 1 side 4"@. d@ @ p Yz dia.Anchor Bolt
<br /> 12"o,c, 5"o.c. Clip @ 20"o.c. @ 32"o.c. & @ ends � �����
<br /> D. BOTTOM OF ELEVATED SLABS 1" CLEAR. F�RESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND PLANA QC� �
<br /> 4. LAP ALL FIELD SPLICES 30 DIAMETERS. BEND WALL AND FOOTING 6ARS 18" AROUND ALL CORNERS, OR USE HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND '�'W7 '/s" OSB $d @ gd @ Simpson LTP4 Simpson LTP4 %z"dia.Anchor Bolt
<br /> CORNER BARS. D04YEL ALL EXTERIOR PROJECTIONS TO STRUCTURE WITH #4 BARS AT 12" HOOKED INTO WALL. TME ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING ,*** 2 sides 2"o.c. 12"o.c. Ciip @ 5"o.c. Clip @ 5"o.c. @ 9"o.c. &@ ends MAIN FLOOR 1460.0 � Y � �s
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<br /> 5• WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6x6 - W1.4xW1.4. LAP ONE FULL MESH LOCATIONS: BASEMENT 734.0 i��i't`('ll�i �������� ---
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<br /> AT SPLICES. 1• IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" ---"-- �``
<br /> HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL �; �.�t, � .� ,���, f 5 ,_
<br /> TOTAL FINISHED SPACE 2194.0 l��=���'4 ��`' ����; �`��� ��` ° ;� `>" ��
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<br /> E. �TRUCTURAL ST'�EL 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT , z �,� � �w t � :,, � � k �
<br /> x�s.� �k 1'� �� q"� '" � �
<br /> SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
<br /> a �-���� 4 , � �� � $ -'� ��
<br /> 1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABF2ICATED, AND ERECTED IN ACCORDANCE WITH THE 2009 IBC, 3. I N C O N C E A L E D S P A C E S B E T W E E N S T A I R S T R I N G E R S A T T H E T O P A N D B O T T O M O F T HE RUN AND WALL CAVITIES PLAN B �'�t�� * ;� ��>°� ��' � �
<br /> AND AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. r r � �,-�€,� ,f ; k
<br /> W LINE WITH STRINGERS. ��-�.�,�-�- � �YM �;; ��"-��'�������`*��"����
<br /> 2. STEEL SHALL CONFORM TO ASTM A36 FOR SHAPES AND BARS; ASTM A53, GRADE B FOR PIPE; ASTM A500 OR A501 MAIN FLOOR 1460.0 ,f � Y �,>�,�r .����,���< �xu v.
<br /> FOR TUBES. 4. A7 OPENINGS AROUR!D VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH �s �t;� � -`�{�� ���,=���s �r�"�'=�4�'�
<br /> BASEMENT 734.0 � - Yh�y���-�,���� ����_���������.a�gf�Y 7
<br /> 3. WELDING SHALL CONFORM TO AWS D-1.1 AND SHALL BE DONE BY WABO CERTIFIED WELDERS. ELECTRODES SHALL NON-COMBUSTABLE MATERIALS. _ .�;;;{s�,�w���; �;.;;u_FfF�£�.�.;4�3��j...�:.a�.��;�
<br /> BE E70xx. MIN. FILLET NlELD SHALL 8E �e" UNLESS NOTED OTHERWISE. - ''°
<br /> �• BOLTS SHALL COiVFORM TO ASTM A307, UNLESS NOTED OTHERWISE. IIII, �lIISCELLIAI'�E�US P+IOTES USE COMMON NAILS FOR ALL NAILING. TOTAL FINISHED SPACE 2194.0
<br /> 5. STRUCTURAL STEEL SHAL� HAVE ONE COAT OR IRON OXIDE PRIMER UNLESS NOTED OTHERWISE. TOUCH UP FIELD
<br /> SCARS FOLLOWING ERECTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. ANCHOR BOLT WASHERS MUST BE GALVANIZED SQUARE 3" X 3" X .229" THICK. P�N � FILE/NO. 100702
<br /> FABRICATION. 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND MAIN FLOOR 1460.0 DATE 7/20/2010
<br /> ELECTRICAL WORK. ***ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS pEs��NEp BY TL
<br /> F. MASONRY (SUPERVISED CONSTRUCTION INSPECTION NOT REQUIRED.) 3• PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH I.R.C. (R314) SMOKE DETECTORS TO BE 110V, SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. PLYWOOD JOINT BASEMENT 766.0
<br /> 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2009 IRC. CONNECTED TOGETHER, AND HAVE BATTERY BACKUPS. A SMOKE DETECTOR SHALL BE INSTALLED IN AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. DRAWN BY RM
<br /> 2. MGRTAR SHALL BE TYPE M OR S. EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE TOTAL FINISHED SPACE 2226,0 CHECKED BY JM
<br /> 3. GROUT SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSL BEDROOMS. (R314) SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION
<br /> 4. MASONRY VENEER SHALL BE ANCHORED TO BACKING MATERIAL IN ACCORDANCE WITH IRC AND PER OF ONE ALARM WILL RESULT IN THE ACTIVATION OF ALL ALARMS IN DWELLING. p��/��'��� STRUCTURAL
<br /> 4. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN �9� V ENGlNEERiNG BY WCSE
<br /> MANUFACTURER SPECIFICATIONS. CALL 2 WORKING DAYS BEFOFZE YOU DIG
<br /> THE VICINITY OF THE BEDROOMS. �R315� DATE DESCRIPTION JOB NO. W-3108
<br /> G. TIt�aER FRAIUiING 5. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE �� � 9-30-10 REVISED ENERGY CODE NOTES TO PROVIDE FOR
<br /> 1• COMPLY WITH WCLIB #16 AND 2009 IBC / 2009 IRC. THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. UPDATED 2009 IMC+WASH.AMENDMENTS
<br /> 2• SCHEDULE OF LUMBER GRADING: 6• EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER-FLASHED IN SUCH A MANNER UTILITIES UPIDERGROUND LOCATIOfV CEIIITER
<br /> A. 2X4 STUDS AND PLATES: HEM-FIR, STUD OR STANDARD AND BETTER AS TO MAKE THEM WATERPROOF. SHEET:
<br /> B. 2X6 STUDS AND PLATES: HEM-FIR, N0. 2 AND 6ETfER 7. SHOWERS MUST HAVE A CONTROL DEVICE THAT LIMITS FLOVdS TO 2.5 G.P.M.. (ID, MT, ND, OR,WA)
<br /> C. JOISTS AND RAFTERS: HEM-FIR N0. 2 OR DF 2 ---------
<br /> # 8. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (EXCEPTIONS TO COMMEFtCIAL PER 18C.) , �� -��-
<br /> D. SAWN BEAMS: DF#2 OR BETTER UNLESS NOTED OTHERWISE (U.N.0) 9. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPtiERE 4" IN �d�IEsr �oasr ��� ���ru,�Ai �rv�ine r�i�;� i GARAGE - PLAN A&B 725.0
<br /> E• POSTS: DOUGLAS FIR N0. 2 OR BETTER U.N.O �osz�M�����eo��Eeov��..Y-.>J.:E A,S'i1XILTEC, f�.��,f,z.-,
<br /> ( � DIAMETER CANNUT PASS THROUGH. `'r'.�`z��;''a'Q" '`: �°';��37-a9��_ GARAGE - PLAN C 7Q6.0
<br /> 3. PLATES AND OTHER MEMBERS IN CONTACT WITH CONCRETE OR MASONRY AND ALL EXTERIOR DECK FRAMING 10. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM NET --
<br /> SHALL BE PRESSURE TREATED PER IBC / IRC. ALL HARDWARE IN CONTACT 1NITH PRESSURE TREATED WOOD CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED SILL HEIGHT � rRUC��U��1- R��/lcVV COVERED FRONT NORCHES 52.0
<br /> OF 44" ABOVE FINISHED FLOOR. T�is o�nwir�r;���s sF=r�r��vi�Y+lEU FOR REAR DECK - PLAN C 128.0
<br /> SHALL HAVE CORROSION RESISTANT TREATMENT. STRUC7URfiL F2Fl�UIREF�iEP�TS ONLY P{�_{�THE
<br /> ATTACHED LE'rfER ANC)!OR CA�_CULA"f10�`�S
<br /> PROJEC7�JC' �-�� � �Y��v
<br /> CHECKED BY: _�.�_ DA'fE:�JLo �__
<br /> VOID t;=n.�CJf bb't- 13iGPt1?C
<br /> 9/30/2010 2:03 PM
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