|
i_��' � _
<br /> , .
<br /> OWNER_��CA �°C, � t�� .
<br /> 2009 C�ENE L � �T'RUCTU L N�T'ES �V�aSHI�IC�T"�N S1'AT'� Ef�EF�C�I� C�DE NOTE� BA51CNo. ��.
<br /> DATE RECEIVED � ' �J�' ��
<br /> A. GENERAL REQUIREIUIEI�T� G. TINIBER FR�►iVll�lG (CONT.) VENTIL.ATION SYSTEtV95 BLDG DESIGM �Y PRESCRIPTNE �APPROACH
<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+WASHWGTON STATE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE CH.51-11 WAC �PROVED DATE ('� �I'� U BY�
<br /> INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), 2009 UNIFORM PLUMBING CODE, 2009 INTERNATIONAL CORNERS AND AT INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN DOUBLE PLAIES SHALL
<br /> MECHANICAL CODE, INTERNATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY S7ATE AND LOCAL GENERAL NOTES: EFFECTNE JULY 1,
<br /> BE OFFSET AT LEAST 48". OI'FICE SET� 70B SET
<br /> AMENDMENTS, AND ANY APPLICA�LE 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 601.1 GENERAL: THIS CHAPTER ESTABLISHES DESIGN CRITERIA W TERMS OF PRESCRIBED REQUIREMENTS
<br /> , � ROOM, INDOOR SWIMMING POOL,SPA,AND OTHER ROOMS WHERE WATER VAPOR OR COOKWG ODOR IS FOR BUILDING CONSTRUCTION. µ�
<br /> IT IS THE CONTRACTOR S RESPONSIBILITY TO READ AND VERIFY ALL DIMENSIONS AND SPECIFICATIONS OF THESE A. SOLID BLOCKING OF NOT LESS THAN 2 NORMAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL PRO�uCE�.
<br /> PLANS PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL VERIFY ALL STEPS, STEP-DOWNS, DECKS, ETC., SUPPORTS OF JOISTS AND RAFTERS. THE PROVISIONS OF THIS CHAPTER ARE APPLICABLE TO ALL GROUP R OCCUPANCIES.OCCUPANCIES SHALL �
<br /> PRIOR TO CONSTRUCTION. ALL HEIGHTS, SETBACKS, AND FLOOR ELEVATIONS SHALL BE VERIFIED BY A LICENSED � w o
<br /> , B. BETWEEN SUPPORTS PROVIDE BLOCKING OR BRIDGING AT 8'-O„O.a FOR FLOOFt JOISTS AND 10�-0„O.C. THE MWIMUM 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. � N fl•�
<br /> L A N D S U R V EYOR PRIOR TO EXCAVATION. ANY DISCREPANCY IN THESE PLANS SHALL BE BROUGHT TO THE F O R R A F T E R S. ' SPECIFIED IN IMC 403.8.1. FOR WOOD FRAME ASSEMBLIES,THE BUILDING ENVELOPE REQUIREMENTS OF THIS CHAPTER MAY BE MET � p� a�i
<br /> ATTENTION OF THE DESIGNER IMPAEDIATELY. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE BY INSTALLING ONE OF THE PRESCRIPTIVE PACKAGES IN TABLE 6-1 OR 6-2.I N S T A L L E D C O M P O N E N T S S H A L L � °' �t�
<br /> PR
<br /> ESIDENCE OVER SCALED DRAWINGS AND EXISTING, ON-SITE DIMENSIONS SHALL BE VERIFIED WITH WRITTEN 6. GLULAM BEAMS SHALL BE GRADE 24 �-V4 DF/DF W CONFORMANCE WITH THE LATEST NDS (Fb=2,400 PSI) FOR 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�
<br /> DIMENSIONS PRIOR TO CONSTRUCTION. SIMPLE SPANS AND 24F-VS FOR CONTINUOUS SPANS. EXPOSED GLULAM BEAMS SHALL BE ARCHITECTURAL vENT��AT�oN REQu�REMENTs FOR K�TCHENs,THE RANGE HOOD OR DOWN DRAFT EXHAUST SHALL NOT BE LESS DEMONSTRATED FOR THE THERMAL RESISTANCE OF THE ADDED INSULATION IN FRAMING CAVITIES AND/OR
<br /> THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT APPEARANCE GRADE. THAN 100 CFM AT 0.10 INCHES WATER GAUGE. INSULATED SHEATHING ONLY AND SHALL NOT INCLUDE THE THERMAL TRANSMITTANCE OF OTHER BUILDING �
<br /> HT DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS MATERIALS oR AIR FI�Ms,BUT SHALL PERMIT INTERRUPTION BY OCCASIONAL FRAMING MEMBERS.OTHER �
<br /> A WEATHER TIG , 7. SHEATHING:
<br /> AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE A. • � " ING 24 16 EXPOSURE. THAN WOOD FRAME ASSEMBLIES WITH CONTINUOUS INSULATION UNINTERRUPTED BY FRAMING SHALL A
<br /> WALLS. /�s APIA RATED SHEATH , � , SOURCE SPECIFIC VENTILATION CONTROLS.SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE CONTROLLED BY BE ALLOWED TO COMPLY WITH NOMINAL R-VALUES. � �
<br /> THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDI�lG CODE MANUAL SWITCHES, DEHUMIDISTATS,TIMERS,OR OTHER APPROVED MEANS.SOURCE SPECIFIC VENTILATION I �� w ;t }����\ �
<br /> OWNER/BUILDER AND NAIL TO OUTSIDE FACE OF S1UDS WITH 8d NAILS AT 6"o.c. ALL PANEL EDGES AND AT 12"o.C. IN FIELD. FOR METAL ASSEMBLIES, COMPLIANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH CHAPTER 4 OR
<br /> RE UIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. TF-IE DESIGNER HAS NOT BEEN SYSTEM CONTROLS SHALL BE READILYACCESSIBLE. ra
<br /> Q PROVIDE SOLID BLOCKING AT ALL EDGES. UNLESS NOTED OTHERWISE IN PLAN OR SHEAR WALL NOTES. CHAPl�ER 5 BASED ON THE ASSEMBLIES IN CHAPTER 10.COMPLIANCE WITH NOMINAL R-VALUES IS NOT ,. � �,�^ � , , ; '.f� �
<br /> CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR CONSTRUCTION OBSERVATION SERVICES , � n OSURE. ALLOWED,UNLESS THE FULL NOMINAL R-VALUE OF THE INSULATION IS INSTALLED EITHER INSIDE OR OUTSIDE , � ��a�� P " „� :,:��', t,?
<br /> FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CON
<br /> STRUCTION OF B. ROOF. /jg APIA RATED SHEATHING, 24�16, EXP � SOURCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING.EXHAUST DUCTS SHALL BE , `� ,��4, � ` j, �z
<br /> NAIL TO OUTSIDE FACE OF STUDS WITH 8d NAILS AT 6 o.C. ALL PANEL EDGES AND AT 12" O.C. IN FIELD. EQUIPPED WITH BACK-DRAFT DAMPERS.ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED OF THE FRAMING AND IS UNINTERRUPTED BY FRAMING. ; + � k,rr 3.� ;� �
<br /> ILS. THE OWNER BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING E AT LEAST THE EQUIVAIENT NET FREE AREA OF 7HE DUCT EXCEPTION: GROUP R-1 AND R-2 OCCUPANCY F3UILDWGS MAY USE A MAXIMUM AREA WEIGHTED AVERAGE : � �,�-}-�,, lf� �
<br /> BUILDING ENVELOPE OR DETA / PROVIDE SOLID BLOCKING AT ALL EDGES. UNLESS NOTED OTHERWISE. TO A MINIMUM OF R-4.TERMINAL ELEMENTS SHALL HAV
<br /> THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAI�S ARE BUILT CORRECTLY AND MEET
<br /> . n APIA RATED SHEATHING, 40 20, EXPOSURE. 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 x,.�, ; � ��,s y ��E:� �
<br /> OWNER/BUILDER'S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE C FLOORS: �'4 /
<br /> NDED 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. I�J FIELD. FROM ENTRY BY LEAVES OR OTHER MATERIAL.MIiJIMUM 50%NET FREE AREA SHALL MEET THE REQUIREMENTS OF IV AND VI IN TABLE 6-2. ' � F �'���
<br /> , PLANS BY ANYONE OTHER THAN THE INTE /
<br /> F 2 " AC EXTERIOR CROSS BANDED PLYWOOD AND R3o3.5. ���'� ! � {���� �
<br /> ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. D. EXTERIUR DRY DECK SYSTEMS SHALL HAVE A MIN. 0 �s2 ( ) �°°�'�°A `'' " i� �QJ
<br /> SHALL BE NAILED TO JOISTS WITH RING SHAMED GALVANIZED NAILS. SLOPE DECKING A MIN. OF �" PER TABLE C-') J�,��� � � �}' '�-
<br /> 1'-0". INSTALLATION OF DECKING MEMBRANE PER MANUFACTURER SPECS. TP►�LE INiC 403.H.'I / IF�C I�'I50�.Z PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY ��`�,`�`� � � "� , t f� �
<br /> OCCUPANCY AND CONST�UC�'!O�! Tl(PIE ;
<br /> � � � � � � � � � � � CLIMATE ZONE 1 �'�����,s� �� ,�� ° 'I e���r�s�a��� ��a�
<br /> OCCUPANCY: 8. FORELOCKING, DRAFTS, AND FORETOPS SHALL COMPLY TO IRC 302.11. M I N I M U M V E N T I�A T I O N R A T E S °����$ f#� � � . 'j� ���� R :,
<br /> R-3 SINGLE FAMILY 9. NAILING SHALL COMPLY TO I.R.C. TABLE R602.3(1) UNLESS OTHERWISE NOTED. POST/BEAM AND BEAM/BEAM CONTINUous�Y oPERATING sYSTEM ��azw�u-FAcroR 12 WAL4 WALa � i�,�y::h<,i � � , F`: .r ���'� 3 =
<br /> GLAZING WALL INT EXT 5 SLAB
<br /> 6 a r.•�=,.��:�
<br /> CONNECTIONS SHALL BE MADE USING LIGHT GAGE METAL FRAMING CONNECTORS, SIMPSON "STRONG-TIE� OR * OPTION AREA:10 DOOR9 VAULTED ABOVE BELOW BELOW FLOOR oN �, � H
<br /> U-1 PRIVATE GARAGE FLOORAREA BEDROOMS „ s a
<br /> Uwm m.�' '�� g � � � o
<br /> APPROVEU EQUAL. (SQ. FT.� U-'I 2-3 4-5 6-7 >7 %OF FLOOR VERTICAL OVERHEAD U-FACTOR CEILING CEILING GRADE GRADE GRADE GRADE z v o 'a3'�+;o� a t ��a?� ���
<br /> C O N S T R U C T I O N T Y P E: 1 0.R O O F T R U S S E S SHALL BE DESIGMED BY AN ENGINEER REGISTERED IN TFiE STATE OF' WASHINGTON AND �v. uN��n��TE� 0.35 o.5a o.2o R-38 R-30 R-21 R-21 R-10 R-30 R-10 �Z Z=�� 8.���� ��� � a a
<br /> TYPE V, NON-RATED FABRICATED FROM HIS/H E R D E S I G N S. T H E S N O W L O A D S H A L L B E N O T E D U N D E R D E S I G N L O A D S A N D V E R I F I E D < 1 5 0 0 3 0 4 5 6 0 75 so �RouP R-3 �a � � �.s a� �E� � �
<br /> F-g� °-� w � o m� � c�i� o� ayi,O-�21
<br /> PRIOR TO FABRICATION. TRUSS DESIGNS SHALL BE SUBMITTED FOR REVIEW. BLOCK EDGES NMERE CALLED FOR =o� m � �� a�, ����w y z
<br /> ANDR-a ��m ���y � aN°t�'�ts= ��,
<br /> 1501-3000 45 60 75 90 105 OCCUPANCIES }w��� �y �� m a o m;� a.� � o
<br /> D E S I G N L D A I�S IN PLANS. HANDLE AND INSTALL IN STRICT ACCORDA N C E W I T H M A N U F A C T U R E R'S R E C O M M E N D A T I O N S. o N�Y o W� =w� s 3 � a N m� � _�' ° °
<br /> OAD SNOW 25 PSF LL, ROOF 15 PSF DL, (VERIFY W/ LOCAL ZONING) 11. NON-BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER TO 3001-4 50 0 60 7 5 9 0 1 0 5 1 2 0 "-'°° �_�°�a a����n� �
<br /> * REFERENCE CASE ��o m m�5 m � m m o� E Dc ``m
<br /> ROOF L INSURE THAT THE TRUSS BOTTOM CHORD DOES NOT BEAR ON THE WALL.
<br /> ATT1C LIVE LOAD 1 Q P S F 4501-6000 75 90 105 120 135 J¢ � � �
<br /> � WIND LOAD 85 MPH WIND VELOCITY, EXPOSURE � 12.APPROVEU HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACK, OR HIP TRUSSES TO THE MAIN
<br /> GIRDER TRUSS. so01-7500 90 105 120 135 150
<br /> SEISMIC ZONE SITE CLASS D 13.PLYWOOD BEAMS (MICRO-LAMS & PARA-LAMS) AND PLYWOOD WEB TRUSSES (JIM) SHALL BE MANUFACTURED >7500 105 120 135 150 165 -
<br /> SEISMIC SPECTRA SS = 1.25, S , = 0.4 (USGS 2002/20q3 BY LATITUDE AMD LONGITUDE)
<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: INTERMITTENTLY OPERATING VENTILATION SYSTEMS.THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING
<br /> FLUID PRESSURE 35 PSF E=1,EOO,OOO PSI, Fb = 2,F)O{� PSI, Fv = 285 PSI, Fcl = 750 PSI, FC = 2,4BO PSI VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M1508.2,AND ITS VENTILATION
<br /> �.OE WS PARALAM PARALLEL STRAND LUMBER (PS) ALLOWABLE DESIGN STRESSES: EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1508.3.
<br /> E=Z,OOO,OOO PSI, Feb = 2,900 PSI, V = Z9O PSI, FL = 650 PSI, FCC = Z,9OO PSI FOR SYSTEMS DESIGNED TO OPERATE AT LEAST ONCE EVERY THREE HOURS,VENTILATION EFFECTNENESS CAN BE 1.0.
<br /> SOI L AND FOU NDATIQ�N D�TA EQUIVALEINT ENGINEERED LUMBER PRODUCTS BY OTHER MANUFACTURERS MAY 6E SUBSTITUTED, PENDING REVIEW INTERMITfENT WHOLE HOUSE VENTILATION USING EXHAUST FANS.THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE
<br /> DESIGN BEARING STRENGTH 2O00 PSF AND APPP�OVAL OF THE DESIGNER, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER ALLOWABLE REQUIREMENTS FOR INTERMITfENT WHOLE HOUSE VENTILATION SYSTEMS USING EXHAUST FANS.ASYSTEM WHICH MEETS ALL
<br /> COEFFICIENT OF FRICTION O.3rJ DESIGN STRESSES. THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FORA WHOLE HOUSE VENTILATION
<br /> SYSTEM.
<br /> PASSIVE RESISTANCE 300 PCF 14.HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 DF-L#2 OR BETTER WITH ONE CRIPPLE AND ONE FAN CONTROLS.THE WHOLE HOUSE VENTILATION FAN SHALL BE CONTROLLED BYA 24-HOUR CLOCKTIMER WITH THE
<br /> CARRY A.LL FOOTINGS DOV�(N TO UNDISTURBED SOIL, MINIMUM DEPTH = 18" UNLESS NOTED. CENTER FOOTINGS ON KING STUD AT EACH END FOR OPENINGS 8'-0" OR LESS AND TWO CRIPPLES AND ONE KING STUD FOR cAPaeiurr oF coNTiNuous oPeRarioN,MANUALANDAUTOMATIC CONTROL.THE 24-HOURTIMER SHALL BE READILY
<br /> COLUMNS AND WALLS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. OPENINGS MORE THAN 8'-0" 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 PREDOMINANTLY WELL GRADED GRANULAR SOIL FREE OF ORGANIC MATERIAL BLOCK SOLID TO FOUNDATION. ENERGIZING OTHER ENERGY-CONSUMING APPLIANCES.AT THE TIME OF FINAL INSPECTION,THEAUTOMATIC CONTROL TIMER
<br /> ANU DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8 INCH LOOSE LIFTS AN�' COMPACTED TO A MINIMUM OF 9J� SHALL BE SET TO OPERATE THE WHOLE HOUSE F,4N FOR AT LEAST 8 HOURS A DAY.A LABEL SHALL BE AFFIXED TO THE CONTROL
<br /> OF THE MAXlMUh1 DENSITY AT OPTIMUM 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 rHnr R��s��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 /> COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO THE ADJACENT STUD.
<br /> B. SITE WORK
<br /> 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
<br /> WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN T1LE AND �. T�iERi�IIAL Af�D Il�OlSTURE PROTECTION
<br /> WATERPROOFING. 1. INSULA710N REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE ���'�� '����
<br /> 2. ROUGH GRADING SHALL PftOVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS BELOW FROST OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
<br /> LINE FOR STORM DRAINS, WATER LI�IES, SEWERS, AND IRRIGATION SLEEVES. PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. ��,�-`� �
<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 NTERIORR PACESOAND FL�OORS BE�L W GRA ET F(R406. � N WALLS THAT RETAIN EARTH AND ENCLOSE ����� ���� � ��e ��`Ao�� ��
<br /> 4. CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. �� ��
<br /> ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER APPLICABLE 3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER `�'
<br /> � CODE. MANUFACIURER'S INSTRUCTIONS. STUD HOLDOWN 1 ENERGY CODE NOTES �� � e
<br /> C. CONCRETE 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, MARK STRAP NAILING HOLDOWN ANCHORAGE ANCHOR BOLTS SHEAR & HOLD�WN SCHED.
<br /> 1. CONCRETE SHALL BE FORMED, MIXED, PLACED, AND FINISHED IN ACCORDANCE WITH ACI 318. LAPPED AT ALL SPLICES AND OVER FOOTINGS. STHD10 (28) 16d
<br /> 0 CRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX. - STHD10 STHD10RJ sinker N�A AREA CALCULATIONS
<br /> 2. C N
<br /> A. F'C=2500 PSI, 6 SACKS 0� CEMENT PER CUBIC YARD. I. FINISI-��S 2 ELEVATIONS ��� ��
<br /> _ " R CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH �" TYPE "X" GYPSUM WALL BOARD. 3 FOUNDATION PLAN ���
<br /> B• MAXIMUM SLUM 4 . GA AGE
<br /> �• MAXIMUM WATER/CEMENT RATIO = 0.53; 6.0 GALLONS PER SACK. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH �" GYPSUM WALL BOARD. MAIN FLOOR FRAMING
<br /> �• MINIMUM ENTRAINED AIR CONTENT SHALL BE 6� + 1�. WALLS AND STRUC"IURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM 4 MAIN FLOOR PLAN � � '�
<br /> E• INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS ARE WAI.L BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL
<br /> EMBEDDED. COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE J�i" GYPSUM WALLBOARD. CE�uN�s wITH �o�sTs/ TRuss 2ND FLOOR FRAMING
<br /> 3. PROVIDE STANDARD CRACK CONTROL JOINT OF ALL SLAB-ON-GRADE USING MAXIMUM DIMENSION OF 20'0" SPACES GREATER THAN 16" SHALL RECEIVE �" GYPSUM WALLBOARD OR }�" GYPSUM CEILING BOARD. WALLS 2) CRIPPLE WALL CONSTRUCT SAME AS S.W. ABOVE 5 2ND FLOOR PLAN
<br /> UNLESS OTHERWISE NOTED. SURROUNDING TUBS OR SHOWERS SHALL BE COVERED 1MTH WATER-RESISTANT GYPSUM WALL BOARD. 3) EXTEND FOUNDATION AS REQ'D. FOR HOLDOWN A.B. EMBEDMENT
<br /> 4. TYPICAL SILL ANCHOR BOLTS SHALL BE J�i" DIA. AT 48"o.c. WITH MIN. EMBEDMENT OF 7" UNLESS NOTED WATER-PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO 4) THREADED ROD AND COUPLER AS REQUIRED ROOF PLAN
<br /> 6 DETAILS EV�RETT, WA
<br /> OTHERWISE. SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR
<br /> ' S. ALL W00� FORMS USED FOR CONCRETE IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND MATERIALS, F3ACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. 7 DETAILS
<br /> SHALL BE REMOVED.
<br /> 6. PLACE NO BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOORS ARE IN PLACE. ,, il/I�CH�F�ICAL BUIDING SECTION
<br /> 7. PROVIDE BROOM FINISH OR EXPOSED AGGREGATE FINISH FOR ALL EXTERIOR CONCRETE WALLS, PATIOS, STAIRS, 1. PLUMBING SYSTEMS SHALL BE DESIGNE� AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
<br /> PORCHES, AND DRIVES UNLESS NOTED OTHERWISE. PR�VIDE FINE FLOAT FINISH FOR SURFACES TO BE COVERED ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE AND LOCAL CODES. �
<br /> BY FLOORING, TILE, OR CARPET. PROVIDE STEEL TROWEL FINISH FOR INTERIOR WALKING SURFACES WHICH WILL 2, HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
<br /> NOT BE COVERED BY FLOORING CONTRACTOR IN ACCORDANCE WITH TNE INTERNATIONAL MECHANICAL CODE, 2009 IRC, AND LOCAL CODES.
<br /> 8. ALL EXTERIOR CORNERS OF EXPOSED CONCRETE SHALL HAVE A �4" CHAMFER OR TROWELLED 1" RADIUS UNLESS PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE WASHINGTON _
<br /> NOTED OTHERWISE. ;;TATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH THAT ALL PILOT
<br /> 9. SLOPE EXTERIOR CONCRETE SLABS AND GARAGE SLABS TO DRAINS. LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE GARAGE FLOOR. �, �,-� � C���� �`
<br /> 10. PROTECT ALL CONCRETE WORK DURING CURING TO MINIMIZE EVAPORATION. ���� ��� �������� p -+�- � �� �/ � �
<br /> �f��� ������� i ����
<br /> u. REINFORCING STEEL K. ELEC�TRIC/1L NAILING * SHEAR FLOW NAILING SILL
<br /> ICATE 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 SHEATHING OC7 � � z(���
<br /> 1. D E T A I L, F A B R , I N A C C O R D A N C E W I T H T H E N A T I O N A L E L E C T R I C A L C O D E A N D L O C A L C O D E S. E L E C T R I C A L S C H E M A T I C S MARK COMMON EDGES TOE NAIL PLATE
<br /> , 2. REINFORCING SHALL BE GRADE 40, fy=40,000 PSI. BARS OF #5 AND LARGER S H A L L B E G R A D E 6 0. BLOCK ED F I E L D BASE P L A T E RI M J O I S T O R T O P A N C H O R S** M A I N F L O O R 1 0 9 5
<br /> �• COVER (CLEAR DIMENSIONS) P R O V I D E D I N T H I S S E T O F P L A N S A R E F O R R E F E R E N C E L A Y O U T O N L Y.
<br /> , �1�°1� �� �0/�����'��
<br /> A. E X T E R I O R F A C E S O F W A L L S 1-J�2" s�1 �/s" O S B $d � 8 d �a 16d @ 16d @ Yz"dia.Anchor Bolt U P P E R L E V E L 1 1 5 4 ��f��� ���,,�l����
<br /> � u._
<br /> B. VERTICAL FACES EXPOSED TO EARTH 2". L. FIRE�TOPP�PiIC9 1 side 6"o.c. 12"o.c. 8"o.c. 5"o.c. @ 48"o.c. &@ ends ; --��-=..�
<br /> c. BOTTOM OF FOOTINGS 3" c�EAR. YOTAL FINISHED SPACE 2249
<br /> D. BOTTOM OF ELEVATED SLABS 1" CLEAR. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VER7ICAL AND SW�
<br /> HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND 6ETWEEN A TOP STORY AND �/s' OSB $d @ 8d @ 16d @ Simpson LTP4 Yz'dia.Anchor Bolt
<br /> 4. LAP ALL FIELD SPLICES 30 DIAMETERS. BEND WALL AND FOOTING BARS 18" AROUND ALL CORN�FtS, OR USE ' 1 side 4"o.c. 12"o.c. 5"o.c. Clip @ 19"o.c. @ 32"o.c. &@ ends
<br /> CORNER BARS. DOWEL ALL EX7ERIOR PROJECTIONS TO STRUCTURE WITH #4 BARS AT 12" HOOKED W i� WAL.�... �E ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN 1�-IE FOLLOWING
<br /> 5� WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6x6 - W1.4xW1.4. LAP ONE FUL� ME�SH LOCATIONS:
<br /> AT SPLICES. �• I�! CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUpING FURRED SPACES NOT TO EXCEED 10'-0" GARAGE 55� �� �> � � , �, ��� �` F
<br /> H O R I Z O N T A L L Y, A N D AT THE CEILING AND FLOOR LEVEL. COVERED ENTRY PORCH 84.5 ' �' ' �`�' '"��' �"" � '�'}�� � � �
<br /> � ,�
<br /> 2. A7 ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT � � } F ���� ���� �f �j�� �
<br /> E. STRUCTURAL STEEL s�:�FFiTs, DROP CEILINGS, COVE CEILINGS, ETC. CONCRETE PATIO 112 � � ��
<br /> '" � ` i ,�a 4`` ;,��;�p
<br /> �, STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE 2009 ;BC, 3. !+•! CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES USE COMMON NAILS F�R ALL NAILING. `'"` ' �'` � � � `` � � �` t � `�� '� r�
<br /> ,,7 ��§ � k'` ," �� . k �Y�.`��� p
<br /> AND AISC MANUAL OF STEEL C O N S T f�U C T I O N 9 T H E D I T I O N. ,�_ IN LINE WITH STRINGERS. A N C H O R B O L T W A S H E R S M U S T B E G A L V A N I Z E D S Q U A R E 3"X 3" X .2 2 9" T H I C K. �k� ` �t �t �� `� � `����� t
<br /> � 2. STEEL S H A L L C O N F O R M T O A S T t v t A 3 6 F O R S H A P E S A N D B A R S; A S T M A 5 3, G R A D E B F O R P I P E; A S T M A 5 0 0 O R ��0 1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING �ND FLOOR LEVEL, WI T H 5� # , � �: � �5� 3y ��Y�
<br /> FOR TUBES. � ��:� � ��i;�`� �� � �<� u, �`� � "�s
<br /> 3. LDING SHALL CONFORM TO AWS D�1.1 AND SHALL BE DONE BY WABO CERTIFIED WELDERS. ELECTRODES SHALL NON-COMBUSTABLE MATERIALS. 1F� I3UI�.,DINCr IS NOT' POSITIONEL� AS +�"��;3.,�"F.�,.���� :��.�a�£.,�: ` ��`.,_.;.��_. �°,�u�:
<br /> WE
<br /> BE E70xx. MIN. FILLET WELD SHALL BE �s" UNLESS NOTED OTHERWISE. ��DI�:�TED ON APPROVEI� SITE PLAN,
<br /> �c�d� �russ�s �� be de�ign�d �� ���J u1'i'L PLAT� sHALL B.E SU�i�ttT-
<br /> 4. BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. M, MISCELLANEOU� �OTES �nd draw�ng pr�pared by CALL 2 WORKING DAYS BEFORE YOU DIG
<br /> 5. STRUCTURAL STEEL SHALL HAVE ONE COAT OR IRON OXIDE PRIMER UNLESS NOTED OTHERWISE. TOUCH UP FIELD 1��, i°l� �URr�i�g. 1����E��tor�s �z�Ir.L FILE/NO. 100105
<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. � ����� �i��ns�d struc$ura� ������ p� 1'H:IS PIZ0IECT UNTIL TH� S�� �
<br /> FABRICATION. ����h�sr• 6� DATE 913/2010
<br /> 2. VERI�Y SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND ��;�VIS�T7 SI�B PLAN HAS BEEN APPROV-
<br /> ELECTRICAL WORK. �T� �3Y Ti��� Bu1�,D1NG�QU�Ltc woRxs UTILITIES UNDERGROURiD LOCATIOPJ CENTER DESIGNED 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, GRAD1(`!G AN:D DR�IINAC�c I��Ia"TS, (ID, MT, ND, OR,WA) DRAWN SY RM
<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 It is o�finers responsibility #a establish .an� ��ak� ��s CHECKED BY JM
<br /> 2. MORTAR SHALL BE TYPE �A OR S. EACH SLEEPINC ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE :i, provisians shaA ba made for the contral and draina�e af surface a y�
<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 yyater �round buildings hy: gutters, drain lines, inlefs and catch property lines.
<br /> OF ONE ALARM N/ILL RESULT IN TNE ACTIVATION OF ALL ALARMS IN DWELLING. ���t����1� STRUCTURAL
<br /> 4. MASONRY VENEER SHALL BE ANCHORED TO BACKING MATERIAL IN ACCORDANCE WITN IRC AND PER 4. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN basins or othQr neces�ary drain�ge sfructures and shafi be installed ��� ENGINEERING BY WCSE
<br /> , MANUFACTURER SPECIFICATIONS. THE VICINITY OF THE BEDROOMS. (R315) � �i Benchmark Is �ec;uired On Site
<br /> Where storm waY2r dis ��ai cannot be ohtained v��ithout their use �r , DATE DESCRIPTION JOB NO. W-3148
<br /> G. TIM�ER Ff�AIInING 5. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENT1LATION DUCTS SHALL TERMINATE OUTSIDE tivhe�e erosion c�nnot bz �revented by finish grading and planting. �'0 VeTl�l �pp�Q"��t� �ttl��.i�l� ��1�ht s-so-�o REVISED ENERGY CODE NOTES FOR 2009 IMC
<br /> 1. COMPLY WITH WCLIB #16 AND 2009 IBC / 2009 IRC. TH� BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. pry we(is shall not be instailed in areas wh2re #he soil is rot weii AND WASH. STATE AMENDMENTS.
<br /> 2• SCHEDULE OF LUMBER GRADING: 6� EXTERIOFt OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER-FLASHED IN SUCH A MANNER SHEET:
<br /> A. 2X4 STUDS AND PLATES: HEM-FIR, STUD OR STANDARD AND BETfER AS TO MAKE T-IEM WATERPROOF. drained ancl��r porous. _��� �� V�
<br /> B. 2X6 STUDS AND PLATES: HEM-FIR, N0. 2 AND BETTER 7. SHOWERS MUST i�AVE A CONTROL DEVICE THAT LIMITS FLOWS TO 2.5 G.P.M..
<br /> C. JOISTS AND RAFTERS: HEM-FIR N0. 2 OR DF #2 8. GUARDRAILS TO B�. A MIN. OF 36" ABOVE FINISH FLOOR. (EXCEPTIONS TO COMMERCIAL PER IBC.) �VEsr �'.a��r �`°�r.�u�ruRa� �r�r��ra��aiNe
<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 SPHERE 4" IN 2� Grading shall bz provicled to insureS ,�sz,M��,�-�r,,�==cuWF�� i'I c0.,M�)�SILTEG,wASH•r�5
<br /> E• POSTS: DOUGLAS FIR N0. 2 OR BETTER (U.N.0) DIAMETER CANNOT PASS THROUGH. � � F�:�az5>�a�-���s� f� tazs>�.��-a�::
<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 � Uiversion of �r�ater a4vay fram �ui}dings,
<br /> IBC IRC. ALL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED SILL HEIGHT (�) �'r�vention of standing water tiriti soil satur`ation� �ietrimental �T�U��7�1Ft�� f�EUl�UV
<br /> SHALL BE PRESSURE TREATED PER THis o�a�rnri;MAs���r�kEvi��Ne�roft
<br /> OF 44" ABOVE FINISHED FLOOR. tn structures and lot use. S7RUC'fUr�2AI�FtECZUIR���iE'�'fSONLY�'FRTWE �������'�.���;m���� ��.�����1��
<br /> SHALL HAVE CORROSION RESISTANT TREA ENT. PAN�7ANKS HEAl' PUMPS ANq ATl"ACHED LETTER AND/OR ChLCu�,-rior�s
<br /> ��) That natural tfrain�age channel� ot ba�itts��:� tw��Ic�k����R EQUIPMfIJT Oi2 A�PUR7EPJANCES --- UF�� �'�CJU ��� ����,1it�E�3
<br /> ar�o�rc'r r,o ���'�'b_� � OF:
<br /> fiiled. ' MAY NOT�E LOCA1'ED IN TME FR(DP1T C 3d]f a ��� �d�� 2�C.��
<br /> AND SIDE Sfl'BACKS. PR�PAI�f TANKS CHFCKED GY _._i�_._�AT'E:_
<br /> , (d) Provisions for th� c�isposal af w��er.fY9mi� � ��o�����,oT��,s���v�� ����p��T�� ��' ��9��'��9�5)
<br /> t�) Protection afi adjoining �ropertyn i REQUIRE ADDITIONAL PERMITS ISStl�D �--- 9/30/2010 2:07 PM
<br /> BY THE�VE�E7T�IRE DEPARTPIIENT
<br /> . PRl{�R 70 INSI'A�.1A`t1flN. ,,,�
<br />
|