|
�I,;.I�- , _ _ _
<br /> >
<br /> WA�I�I�l�T01� �T/aTE �t�E��Y ��DE I��T�S oW�i� %��� n�� .
<br /> GENEf��AL. � �1'RUCTIJRAL �I�TE� _
<br /> Baszc No. ���' _
<br /> A. GENERAL REQUIR�MENTS G. TIMBER FRAMING (cont.)
<br /> DESIGN CO�IDITIO�JS INTERMITTENT WHOLE-HOUSE VENT SYSTEM vATE���IVED ������
<br /> ALL WORK SHALL COMPLY WITH THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), 7, SHEATHING: /
<br /> INTERNATIONAL RESIDENTIAL CODE ORDINANCE , 2006 UNIFORM PLUMBING CODE, SPECIFICATIONS FROM THE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(V.I.E
<br /> � � 2006 INTERNATIONAL A.WALLS: �/js�� APA RATED SHEATHING 24/16, EXPOSURE HEATING AND COOLING:A BUILDING THAT IS DESIGNED TO BE BOTH HEATED AND COOLED � �
<br /> MECHANICAL CODE, INTERNATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE AND LOCAL ' » �� SHALL MEET THE MORE STRINGENT OF THE HEATING OR COOLING REQUIREMENTS AS CHAPTER 51-13 W.A.C. - EFFECTIVE JULY 1,2007 �,pPROVBD DATE �i:�/�I BY
<br /> AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. NAIL TO OUTSIDE FACE OF STUDS WITH 8d NAILS AT 6 o.c. ALL PANEL EDGES AND AT 12 o.c. IN FIELD. PRESCRIPTIVE PATH REQUIREMENTS PER SECTION 303 V.I.Q.C. FOR:
<br /> REQUIRED IN THIS CODE WHEN REQUIREMENTS OF THE EXTERIOR ENVELOPE DIFFER. r
<br /> PROVIDE SOLID BLOCKING AT ALL EDGES. UNLESS NOTED OTHERWISE IN PLAN OR SHEAR WALL NOTES. INTERMITTENTLY OPERATED WHOLE-HOUSE VENTILATION USING EXHAUST FANS OFFICE SET ' JOB SET
<br /> IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND VERIFY ALL DIMENSIONS AND SPECIFICATIONS OF THESE „ (W.S.E.C. 301.2)
<br /> B. ROOF: �/�6 APA RATED SHEATHING, 24/16, EXPOSURE
<br /> PLANS PRIOR TO PROCEEDI�IG WITH WORK. CONTRACTOR SHALL VERIFY ALL STEPS, STEP-DOWNS, DECKS, ETC., �� ��
<br /> PRIOR TO CONSTRUCTION. ALL HEIGHTS, SETBACKS, AND FLOOR ELEVATIONS SHALL BE VERIFIED BY A LICENSED NAIL TO OUTSIDE FACE OF STUDS WITH 8d NAILS AT 6 o.c. ALL PANEL EDGES AND AT 12 o.c. IN FIELD. 302.1 EXTERIOR DESIGN CONDITIONS: V.I.A.Q. TABLE 3-'I
<br /> LAND SURVEYOR PRIOR TO EXCAVATION. ANY DISCREPANCY IN THESE PLANS SHALL BE BROUGHT TO THE PROVIDE SOLID BLOCKING AT ALL EDGES. UNLESS NOTED OTHERWISE. THE HEATING OR COOLING OUTDOOR DESIGN TEMPERATURES SHALL BE SELECTED FROM 0.6 - � `� �v '
<br /> T CALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE C. FLOORS: �4� APA RATED SHEATHING, 40�20, EXPOSURE PERCENT COLUMN FOR WINTER AND 0.5 PERCENT COLUMN FOR SUMMER FROM THE PUGET SOURC;F_SPECIFIC VENTILATION CAPACITY REQUIREMENTS W o �
<br /> ATTENTION OF THE DESIGNER IMMEDIATELY. DO NO S
<br /> > PRESIDENCE OVER SCALED DRAWINGS AND EXISTING, ON-SITE DIMENSIONS SHALL BE VERIFIED WITH WRITTEN GLUE AND NAIL TO FLOOR JOISTS WITH 10d NAILS AT 6" o.c. ALL PANEL EDGES, AND AT 10" o.C. IN FIELD. SOUND CHAPTER OF ASHRAE PUBLICATION"RECOMMENDED OUTDOOR DESIGN MODE OF OPERATION BATHROOMS KITCHENS --a a v
<br /> DIMENSIONS PRIOft TO CONSTRUCTION. D. E X T E R I O R D R Y D E C K S Y S T E M S S H A L L H A V E A M I N. O F 23� A C X E X T E R I O R C R O S S B A N D E D P L Y W O O D A N D TEMPERATURES,WASHINGTON STATE,ASHRAE."(SEE ALSO WASHINGTON STATE ENERGY INTERMITTENTLY OPERATING 50 cfm 100 cfm �
<br /> 3�� � � CODE MANUAL.) �
<br /> THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT SHALL BE NAILED TO JOISTS WITH RING SHANKED GALVANIZED NAILS. SLOPE DECKING A MIN. OF �" PER CONTINUUUS OPERATION 2o cfm 25 cfm F-
<br /> A WEATHERTIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, R O O F I N G A N D W A T E R P R O O F I N G D E T A I L S 1'-0". I N S T A L L A T I O N O F D E C K I N G M E M B R A N E P E R M A N U F A C T U R E R S P E C S. 302.2.1 INDOOR DESIGN TEMPERATURE:
<br /> AND CONSTRUCTION OF THESE DETAIL ASSEMBUES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE INDOOR DESIGN TEMPERATURE SHALL BE 70° F FOR HEATING AND 78°F FOR COOLING. ' ��Y \
<br /> UIREMENTS BUILDING CODE 8. FIREBLOCKING, DRAFTSTOPS, AND FIRESTOPS SHALL COMPLY TO IRC 602.8 -EXCEPTION: OTHER DESIGN TEMPERATURES MAY BE USED FOR EQUIPMENT SELECTION IF IT EXHAUST FAN REQUIREMENTS(SECTION 303.3.2 V.I.A.Q.) ��1,s,�� ..e� ,���>M�,��e .,, �
<br /> OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQ , RESULTS IN A LOWER ENERGY USAGE. (SEE 2003 IRC BELOV� a. BATHROOMS, LAUNDRIES,WATER CLOSETS OR SIMILAR ROOMS SHALL HAVE A MINIMUM FAN FLOW
<br /> UIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE DESIGNER HAS NOT BEEN g, NAILING SHALL COMPLY TO I.R.C. TABLE R602.3(1) UNLESS OTHERWISE NOTED. POST�BEAM AND BEAM�BEAM RATING NOT LESS THAN 50 cfm @ 0.25 WATER GAUGE. �� ��� p
<br /> REQ „ „ 1. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF � `' �� , �; ,;� � } ,s� ��
<br /> ONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR CONSTRUCTION OBSERVATION SERVICES CONNECTIONS SHALL BE MADE USING LIGHT GAGE METAL FRAMING CONNECTORS, SIMPSON STRONG-TIE OR
<br /> b. KITCHENS SHALL HAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 100 cfm @ 0.25 WATER s� r �
<br /> C MAINTAINING A MIN. ROOM TEMPERATURE OF 68 F(20 C) AT A POINT OF 3'-0"ABOVE THE
<br /> FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CONSTRUCTION OF APPROVED EQUAL PER IBC SECTION R502.6. FLOOR AND 2'-0"FROM EXERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN GAUGE. HOWEVER,WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED THE MINIMUM '�'� �'� ����� �+� ���, ��� �
<br /> P OR DETAILS. THE OWNER BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING 10.ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND FAN FLOW RATING SHALL NOT BE LESS THAN 100 cfm @ 0.10 WATER GAUGE � r ��{�� � i�'`�' "' �
<br /> BUILDING ENVELO E � TEMPERATURE. THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL �,.+� � � ,4` w+'�� �;„� ,
<br /> THAT ALL FLASHING WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET FABRICATED FROM HIS HER DESIGNS. THE SNOW LOAD SHALL BE NOTED UNDER DESIGN LOADS AND VERIFIED NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION.(2003 IRC R303.8) SOURCE SPECIFIC VENTILATION CONTROLS(SECTION 303.3.3 V.I.A.Q.) ��t���,,� rc �'�'��' ,iF�� �
<br /> OWNER BUILDER'S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PRIOR TO FABRICATION TRUSS DESIGNS SHP,LL BE SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR �
<br /> � 2. PRESCRIPTIVE HEATING SYSTEM SIZING: WHEN USING THE PRESCRIPTIVE APPROACH IN a. CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS,TIMERS,OR OTHER APPROVED MEANS f, `� ' n, �'` � -�
<br /> PLANS BY ANYONE OTHER THAN THE INTENDED OWNER/BUILDER IS NOT PERMITTED. IN PLANS. HANDLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. g s�"�{ � ���
<br /> CHAPTER 6, IF APPROVED BY THE BUILDING OFFICIAL, DESIGN HEAT LOAD CALCULATIONS b.CONTROLS SHALL BE READILY ACCESSIBLE �����`j „ , ',} s�.� �
<br /> ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. 11. NON-BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER TO ARE NOT REQUIRED TO SHOW COMPLIANCE TO THIS CODE IF THE HEATING SYSTEM -_ �t��f��� '3
<br /> SOURCE SPECIFIC VENTILATION DUCTS(SECTION 303.3.4 V.I.A.Q.) ,������' ���} �^� �
<br /> INSURE THAT THE TRUSS BOTTOM CHORD DOES NOT BEAR ON THE WALL. INSTALLED IS EQUAL TO OR LESS THAN THE FOLLOWING
<br /> a. SHALL BE SIZED PER V.I.A.Q.TABLE 3-3 ���`"�`' ` �� �
<br /> ' 12.APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACK, OR HIP TRUSSES TO TFIE MAIN CLIMATE ZONE 120 BTU/HFT2
<br /> DESIGN LOADS _ �� � �
<br /> � �}��'�� t�rs.�£ � f�. ��a 3'� 's;�"wd�S.Z� �:e��� .
<br /> GIRDER TRUSS. CLIMATE ZONE 2 25 BTU/HFT2 b. SHALL BERNSULAT DUTOIA MINIMUM OF R 4 IN UNHEATED SPACES '�'`����°�� ��f' ' I r��� ����v���c�`� �
<br /> ROOF LOAD SNOW 25 PSF LL, ROOF 15 PSF DL, (VERIFY W/ LOCAL ZONING) 13.PLYWOOD BEAMS (MICRO-LAMS & PARA-LAMS) AND PLYWOOD WEB TRUSSES (TJI) SHALL BE MANUFACTURED 3. HUMIDIFICATION: IF HUMIDIFICATION IS PROVIDED DURING HEATING, IT SHALL BE DESIGNED ��� � ��"� .� .; •� t;� ,` Y��,,,,{;;� ;
<br /> ATTIC LIVE LOAD 10 PSF BY TRUSS-JOIST MACMILLAN. FOR A MAXIMUM RELATIVE HUMIDITY OF THIRTY PERCENT.WHEN COMFORT AIR d.TERMINAL ELEMENTS MUST BE SCREENED AND SIZED TO BE GREATER THAN OR EQUAL TO THE NET �'���'�'s'= `
<br /> WIND LOAD 85 MPH WIND VELOCITY, EXPOSURE B 1.8E WS MICROLLAM LAMINATED VENEER LUMBER (LVL) ALLOWABLE DESIGN STRESSES: CONDITIONING IS PROVIDED, THE ACTUAL DESIGN RELATIVE HUMIDITY WITHIN THE FREE AREA OF THE DUCT
<br /> U W N N.«O C"O �� C O N O O
<br /> SITE CLASS D E=1,600,000 PSI, , , Z U � �N� � �L �@� � �N�
<br /> SEISMIC ZONE Fb = 2 600 PSI Fv = 285 PSI, Fcl = 750 PSI� FC = Z,460 PSI COMFORT ENVELOPE AS DEFINED IN STANDARD RS-4, LISTED W CHAPTER 7, SHALL BE e.SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS �y F o o,� �.- >,0-5 � c o
<br /> � o z O h o�u o o c� m m � o a�i a n.
<br /> S E L E C T E D F O R M I N I M U M T O T A L H V A C SYSTEM ENERGY USE. (W.S.E.C. 302.2.2) F A N C O N T R O L S 3 0 3.4.1.3 V.I.A.Q. �a Z '�°� �-a`.'- '�����" � °' "_ �
<br /> SEISMIC SPECTRA SS = 1.25, S , = 0.4 (USGS 2002/2003 BY LATITUDE AND LO G I T U D E) 2.OE WS PARALLAM PARALLEL STRAND LUMBER (P SL) A L L O W A B L E D E S I G N S T R E S S E S: ( �
<br /> ���n.o a m o m- c o.. o a �,g�u
<br /> KZT FACTOR
<br /> �.00 E=Z�OOO�OOO PSI, Fb = 2�J O O P S I, Fv = 2 9 0 P S I, Fc l = 6 5 0 P SI� FC = Z�9OO PSI CLIMATE ZONES:A L L BUILDINGS SHALL COMPLY WITN THE REQUIREMENTS OF THE a.WHOLE-HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24-HOUR CLOCK TIMER WITH THE �o� °'��L� �-= o � a���= �
<br /> FLOOR LOAD FLOORS: 40 PSF LL, 10 PSF DL, DECKS: 40 PSF, STAIRS: 100 PSF �m �, � �� � E
<br /> � L � oN�-r � � �se �
<br /> APPROPRIATE CLIMATE ZONE AS DEFINED HEREIN. (W.S.E.C. 302.3) CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL >-w���n �" �� ��o�� o_- � o
<br /> FLUID PRESSURE
<br /> 35 PSF EQUIVALENT ENGINEERED LUMBER PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PENDING REVIEW b.VENTILATION CONTROL SHALL CONTROL FORCED-AIR SYSTEM BLOWER AND IF APPLICABLE THE �W LL =-� 0 3 � o� �� 3._ � � V
<br /> AND APPROVAL OF THE DESIGNER, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GR E A T E R A L L O W A B L E Z�NE 1. �-'� � � `°"� °' � � � N� �
<br /> CLIMATE ZONE 1 SHALL INCLUDE ALL COUNTIES NOT INCLUDED IN CLIMATE ZONE 2. AUT O M ATIC DAMPER (WHEN INTEGRATED W/A FORCED AIR SYSTEM W.S.E.C. 303.4.2.1) ��Q a�o o� �v` o� �� �
<br /> DESIGN STRESSES. c L � � N- �
<br /> SOIL AND FOUNDIaTION DATA ZONE 2: a 24-HOURTIMERSHALL BE READILYACCESSIBLE �
<br /> 14.HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 DF-L#2 OR BETTER WITH ONE CRIPPLE AND ONE CLIMATE ZONE 2 SHALL INCLUDE:ADAMS, CNELAN, DOUGLAS, FERRY, GRANT, KITTITAS, d.24-HOUR TIMER SHALL BE CAPABLE OF OPERATING THE WHOLE-HOUSE VENTILATION SYSTEM
<br /> DESIGN BEARING STRENGTH 2O00 PSF KING STUD AT EACH END FOR OPENINGS 8'-O'� OR LESS AND TWO CRIPPLES AND ONE KING STUD FOR LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS,AND WHITMAN COUNTIES. WITHOUT ENERGIZING OTHER ENERGY CONSUMING APPLIANCES
<br /> COEFFICIENT OF FRICTION 0.35 OPENWGS MORE THAN 8�-0" WIDE. ALL COLLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. e.AT TIME OF FINAL INSPECTION,THE AUTOMATIC CONTROL TIMER SHALL BE SET TO OPERATE THE ' ^ "
<br /> � PASSIVE RESISTANCE 300 PCF BLOCK SOLID TO FOUNDATION. SPIKE LAMINATED COLLUMNS TOGETHER WITH 16d � 16" o.c. STAGGERED. WHOLE-HOUSE SYSTEM FOR AT LEAST 8 HOURS A DAY
<br /> CARRY ALL FOOTINGS DOWN TO UNDISTURBED SOIL, MINIMUM DEPTH = 18" UNLESS NOTED. CENTER FOOTINGS ON WASI"IINGTON STATE ENEFZGY CO�E - TABLE 6-�I f.A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS"WHOLE HOUSE VENTILATION(SEE
<br /> COLUMNS AND WALLS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. H. TH�RM/AL AND MOI�TURE PROTECTIOI�I CHAPTER 51-11 W.A.C. - EFFECTIVE JULY 1,2007 OPERATING INSTRUCTIONS).°
<br /> COMPACTED FILL SHALL CONSIST OF PREDOMINANTLY WELL GRADED GRANNULAR SOIL FREE OF ORGANIC MATERIAL EXHAUST DUCTS(303.4.1.4 v.I.A.Q.)
<br /> AND DEBRIS. FILL SHOULD BE PLACED IN MAX�MUM 8 INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95% 1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY
<br /> OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON CLIMATE ZONE 1 a.SHALL TERMINATE OUTSIDE THE BUILDING.
<br /> PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. WALL WALL b. SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS
<br /> 2• APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION OPTION GLAZING GLAZING U-FACTOR ,2 4 4 s
<br /> WALL INT EXT SLAB c.ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-4.
<br /> B. SITE WORK wa��s, FROM FOOTING TO FINISHED GRADE. (R406.1, R406.2) AREA:10 DOOR9 VAULTED ABOVE BELOW BELOW 5 ON ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4.
<br /> 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN 3. APPLY APPROPRIATE WATER REPELLENTS T0 ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER %OF FLOOR VERTICAL OVERHEAD� U-FACTOR CEILINGZ CEILING3 GRADE GRADE GRADE FLOOR GRAD d. SUBTRACT 10'-0"DUCT RUNS FOR EACH ELBOW OVER(3)
<br /> WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND MANUFACTURER'S INSTRUCTIONS. �. �o% 0.32 0.58 0.2o R-38 R-30 R-15 R-�s R-10 R-30 R-10 ATTIC SPACE SHALL BE VENTED PER IRC SEC R806
<br /> WATERPROOFING. 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS,
<br /> 2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS BELOW FROST LAPPED AT ALL SPLICES AND OVER FOOTINGS. II.� 15% 0.35 o.5s o.2o R-38 R-30 R-21 R-21 R-10 R-30 R-10 CRAWL SPACE SHALL BE VENTED w/1 S.F. PER 150 S.F.OF CRAWL AREA OR PER I.R.C. SEC R408
<br /> LI�;E FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. IV. UNLIMITED 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 FLOORAND SUBFLOOR(PLYWOOD, PARTICLE,WAFER BOARD&O.S.B.TO BE EXPOSURE 1 w/EXTERIOR
<br /> 7 3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO ROOF AND �, FINISHES GRP R-3& R-4 GLUE TO LIMIT FORMALDEHYDE EMISSIONS TO 0.2 PPM FOR PLYWOODAND 0.3 PPM FOR PARTICLE BOARDS.
<br /> STORM WATER SYSTEM. IN JUFtISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE TIGHT LINE GARAGE CEILINGS BENEA'TH HABITABLE SPACES SHALL BE COVERED WITH �" TYPE "X" GYPSUM WALL BOARD. ocCUPANCY
<br /> 4• CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. ONLY
<br /> ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER APPLICABLE GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH �" GYPSUM WALL BOARD. � REFERENCE CASE
<br /> CODE. WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2 GYPSUM
<br /> WALL BOARD. ALL GARAGE GYPSUM WALL BOARD SHALL HAVE ALL JOINTS FIRE-TAPED AND NAILS SET AND
<br /> C. CONCRETE COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE Y2" GYPSUM WALL BOARS. CEILINGS WITH JOISTS/ TRUSS
<br /> 1. CONCRETE SHALL BE FORMED, MIXED, PLACED, AND FINISHED IN ACCORDANCE WITH ACI 318. SPACES GREATER THAN 16" SHALL RECEIVE �" GYPSUM WALL BOARD. WALLS SURROUNDING TUBS OR SHOWERS
<br /> SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER-PROOF SURFACE TO A HEIGHT OF
<br /> 2. CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX. 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH �� � I���� � �
<br /> A. F C-2500 PSI, 6 SACKS OF CEMENT PER CUBIC YARD. NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS F�R MATERIALS, BACKING, LATH, APPLI�:,?ION
<br /> B• MAXIMUM SLUM = 4". TECHNIQUES, AND FINISHES.
<br /> �• MAXIMUM WATER/CEMENT RATIO = 0.53; 6.0 GALLONS PER SACK. ARCHITECTURAL ������ ��
<br /> �• MINIMUM ENTRAINED AIR CONTENT SHALL BE S� + 1�. .1. MECNANICAL
<br /> E• INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS ARE 1, PLUMF3ING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN 1 COVER SHEET
<br /> EMBEDDED. ACCORDANCE W1TH THE INTERNATIONAL PLUMBING CODE AND LOCAL CODES. FLC��� �I�S � I"°IOL.�C�VV�'�IJ GENERAL NOTES ���.
<br /> ' 3. PROVIDE STANDARD CRACK CONTROL JOINT OF ALL SLAB-ON-GRADE USING MAXIMUM DIMENSION OF 20'0" 2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
<br /> UNLESS OTHERWISE NOTED. CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2006 IRC, AND LOCAL CODES. WSEC, SHEAR & HOLDOWNS
<br /> 4. TYPICAL SILL ANCHOR BOLTS SHALL BE �" DIA. AT 48��o.c. WITH MIN. EMBEDMENT OF 7" UNLESS NOTED PROVIDE UOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE WASHINGTON STUD HOLDOWN
<br /> OTHERIh'lSE. STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH THAT ALL PILOT MARK STRAP NAILING HOLDOWN ANCHORAGE ANCHOR BOLTS 2 ELEVATIONS "A�� � � � �
<br /> 5. ALL WOOD FORMS USED FOR CONCRETE IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND LIGHTS, BURNERS, HEATING EL.EMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE GARAGE FLOOR. STHD8 (24) �sd 3 ELEVATIONS "B"
<br /> SHALL BE REMOVED. sTH�s N/A 4 FOUNDATION PLAN
<br /> 6. PLACE NO BACKFILL AGAIIVST FOUNDATION WALLS UNTIL FLOORS ARE IN PLACE. STHD8RJ sinker
<br /> 7. PROVIDE BROOM FINISH OR EXPOSED AGGREGATE FINISH FOR ALL EXTERIOR CONCRETE WALLS, PATIOS, STAIRS, K. ELECTI�ICAL STHD14 (38) �sd MAIN FLOOR FRAMING
<br /> POR�HES, AND DRIVES UNLESS NOTED OTHERWISE. PROVIDE FINE FLOAT FINISH FOR SURFACES TO BE COVERED SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR STHD14 STHD14RJ sinker N/A 5 MAIN FLOOR PLAN
<br /> BY FLOORING, T�LE, OR CARPET. PROVIDE STEEL TROWEL FINISH FOR INTERIOR WALKING SURFAGES WHICH WILL IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. ELECTRICAL SCHEMATICS
<br /> NOT BE COVERED BY FLOORING. PROVIDED IN THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. 2ND FLOOR FRAMING
<br /> I 8• ALL EXTERIOR CORNERS OF EXPOSED CONCRETE SHALL HAVE A 3/4" CHAMFER OR TROWELLED 1'� RADIUS UNLESS HDU4 HDU4-SDS2.5 (10) SDS Y4'x 2Y2' %$� � ssTB�s 6 2ND FLOOR PLAN
<br /> SCREWS ANCHOR BOLT BUILDING SECTIONS
<br /> NOTED OTHERWISE. L. FIRESTOPPII�IG
<br /> 9• SLOPE EXTERIOR GONCRETE SLABS AND GARAGE SLABS TO DRAINS.
<br /> 10. PROTECT ALL CONCRETE WORK DURING CURING TO MINIMIZE EVAPORATION. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND ROOF PLAN
<br /> $ DETAILS
<br /> ' HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A 70P STORY AND 9 DETAILS
<br /> D. REINFORCING STEEL THE RooF sAPCE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL
<br /> 1. DETAIL, FABRICATE, AND PLACE RE-STEEL AS SHOWN IN ACI "MANUAL OF STANDARD PRACTICE" ACI 315. LOCATIONS: , „ 2) CRIPPLE WALL CONSTRUCT SAME AS S.W. ABOVE
<br /> 2. �ttINFOf2Cl�lG S'riAL� B� �RADE 40, fy=40,000 PSI. BARS OF #5 AND LARGER SHALL BE GRADE 60. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, I�vCLUDING FURRED SPACES NOT TO EXCEED 10 -0 3) EXTEND FOUNDATOIN AS REQ'D. FOR HOLDOWN A.B. EMBEDMENT
<br /> 3� COVER (CLEAR DIMENSIONS) HORIZONTAL L Y, A N D A T T H E C E I L I N G A N D F L O O R L E V E L. 4) THREADED ROD AND COUPLER AS REQUIRED
<br /> A. EXTERIOR FA�ES OF WALLS 1-Y2" 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
<br /> B. VERTICAL FACES EXPOSED TO EARTH 2". SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
<br /> C. BOTTOM OF FOOTlNGS 3" CLEAR. 3. IN CONCtALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES /��E� C�L�IJL�TIO�J�
<br /> D. BOTTOM OF ELEVATED SLABS 1" CLEAR. IN LINE WITH STRINGERS.
<br /> 4. LAP ALL FIELD SPLICES 30 DIAMETERS. BEND WALL AND FOOTING BARS 18" AROUND ALL COR�lERS, OR USE 4. AT OPENINGS AROUND VENTS PIPES DUCTS CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
<br /> CORNER BARS. DOWEL ALL EXTERIOR PROJECTIONS TO STRUCTURE WITH #4 BARS AT 12" HOOKED INTO WALL. NON-COMBUSTABLE MATERIALS. � � �+
<br /> 5• WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6x6 - W1.4xW1.4. LAP ONE FULL MESH e�I"��,�F�VIV�AL,L. �JC,F'���UL.sE MAIN FLOOR 770
<br /> AT SPLICES.
<br /> M. MI�CELLANEOUS NOTES NAI�ING * SHEAR FLOW NAILING SILL UPPER LEVEL 1155
<br /> y SHEATHING
<br /> E. STRUCTURAL STEEL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. MARK COMMON EDGES TOE NAIL PLATE TOTAL FINISHED SPACE 1925 ____._._____�_.__v_____._____________.____
<br /> �. STRUCTURAL STEEL SHALL BE DESIGNED, DETAiLED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE 2006 IBC, 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND BLOCKED FIELD BASE PLATE RIM JOIST OR TOP ANCHORS**
<br /> AND AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. ELECTRICAL WORK. CERTIFIEDPROFESSIONAIBUILDINGDESIGNER
<br /> 2. STEEL SHALL CONFORM TO ASTM A36 FOR SHAPES AND BARS; ASTM A53, GRADE 6 FOR PIPE; ASTM A500 OR A501 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH I.R.C. SMOKE DETECTORS TO BE 110V, CONNECT�D CJ'W'� '/s" OSB $d @ 8d @ 16d @ 16d @ YZ',dia. Anchor Bolt
<br /> • �� �i $° �.C,. 5°�.C. Q�'t0��o.c. &@ ends i NATIONAL COUNCIL OF •
<br /> FOR TUBES. TOGETHER, AND HAVE BATTERY BACKUPS. EACH SLEEPING ROOM SHALL HAVE A SMOKE DETECTOR PER 1 side 6 o.c. 12 o.c.
<br /> 3. WELDING SHALL CONFORM TJ AWS D-1.1 A�JD SNALL BE DONE BY WABO CERTIFIED WELDERS. ELECTRODES SHALL I.R.C. WITH ONE DETECTOR ADJACENT TO EACH SLEEPING ROOM GROUP AND ONE ON EACH FLOOR. SMOKE
<br /> et,`o ti�o
<br /> BE E7
<br /> Oxx. �AIN. FILLET WELD SHALL BE �s'� UNLESS NOTED OTHERWISE. ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE ALARM WILL RESULT �n/� Tjs� psg $d @ 8d @ 16d @ Simpson LTP4 YZ" dia. Anchor Bolt GARAGE 435.5 2 y�
<br /> 4. BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE.
<br /> IN THE ACTIVATION OF ALL ALARMS IN DWELLING. � ��� 1 side 4"a•�• 12"o.c. 5" o.c. Clip @ 20"o.c. @ 32"o.c. & @ ends COVERED PORCHES 90 �� �� �' � �
<br /> 5. STRUCTURAL STEEL SHALL HAVE ONE COAT O^h IRON OXIDE PRIMER UNLESS NUTED OTHERWISE. TOUCH UP FIELD 4. KITCHEN RANGE� DRYER� BATH AriD LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE ' �i ' w�
<br /> SCARS FOLLOWING ERECTIO�J. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. �'� 4
<br /> FABRICATION. 5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER-FLASHED IN SUCH A MANNER TaM M. �ERE
<br /> AS TO MAKE THEM WATERPOOF. 48-s5s ,��+j�.����
<br /> 6. SHOWERS MUST HAVE A CONTROL DEVICE THAT LIMITS FLOWS TO 2.5 GPM. V �
<br /> F. MASONRY (SUPERVISED CONSTRUCTION INSPECTION NOT REQUIRED.) 7, GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (EXCEPTIONS TO COMMERCIAL PER IBC.)
<br /> 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2006 IRC. g. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH Ti�1AT A SPHERE 4" IN USE COMMON NAILS FOR ALL NAILING. p�p�+
<br /> ' 2. MORTAR SHALL BE TYPE M OR S. DIAMETER CANNOT PASS THROUGH. ANCHOR BOLT WASHERS MUST BE GALVANIZED SQUARE 3" X 3" X .229" THICK. ���LDII'mV �OC��
<br /> 3. GROUT SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSL 9. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM NET " FILE/NO. 070105
<br /> 4. �v1ASONRY VENEER SHALL BE ANCHORED TO BACKING MATERIAL IN ACCORDANCE WITH IRC AND PER CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED SILL HEIGHT �;F�1D�PaG A�lt� ��^,1f�1�1G� STRUCTURAL: �aTE 04-06-08
<br /> MANUFACTURER SPECIFICATIONS. OF 44" ABOVE FINISHED FLOOR. Roof trusses to be desi ne 2006 INTERNATIONAL BUILDING CODE DESIGNED BY TL
<br /> IF �3UILI�il�IG IS NOT POSI'I'IOPIED AS y• �'r�visions sh.11 �: m�de far th�: cor,rrol ��nd drainage of surface and drawin g d
<br /> G. TIiViBER FRAMING INI3ICATED OI�I APYI20VEL) SITE PLAN water around builciin�s b : utt�rs, drain lines, inlets and catch g prepared by DRAWN BY RM
<br /> � b Y g a State licensed structura� ORDINANCE: CHECKED BY TL
<br /> 1. COMPLY WITH WCLIB #16 AND 2006 i3C / 2006 IRC. A i*tEW SITE PLAI�� SHALL BE SU�3I�✓IIT- basins or oth�r necessary drainage structures and st�li be installed engir�e�r. 2006 INTERNATIONAL RESIDENTIAL CODE
<br /> 2� SCHEDULE OF LUMBER GRADING: TED. i'�10 FURTHEIt IN�PLCI'IOA1S WILL where storm water disp�sal cannot b� obtained withaut their u�2 �r STRUCTURAL
<br /> A. 2X4 STUDS AND PLATES: HEM-FIR, STUD OR STANDARD AND BETTER BF Mf1I�E ON THIS PROJECI' UN'I'IL'THE whzre erosion cannc�� f�. r�evented b finish radin and lantin
<br /> B. 2X6 STUDS AND PLATES: HEM-FIR, N0. 2 AND BETTER IZEVISED SI7'E PLAN HA�F3EEN APPRQV- `� y � g � �' ENGINEERING BY WCSE
<br /> C. JOISTS AND RAFTERS: HEM-FIR N0. 2 OR DF #2 Gry weils shall no� pL i�;stalled in areas where the soil is not w�il �������.��� ���5���$� ����T�t��� OCCUPANCY:
<br /> D. SAWN BEAMS: DF#1 OR BETTER E.D BY THE F3UILDiNG'PUBLiC WORKS JOB NO. W-2216
<br /> E. POSTS: HEM FIR N0. 1 OR BETTER llEPTS. drainetl and�or porous. ����� ����.���� �������� R-3 SINGLE FAMILY
<br /> 3. PLATES AND OTHER MEMBERS IN CONTACI' WITH CONCRETE OR MASONRY AND ALI. EXTERIOR DECK FRAMING �
<br /> > SHAI.L BE PRESSURE TREATED PER IBC / IRC. ALL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD ��� ���� �`��°�� U-1 PRNATE GARAGE
<br /> SHALL HAVE CORROSION RESISTANT TREATMENT. . � 2, Grading shall be pr�vided to insure: ���������� �� ��������� SNcET:
<br /> 4. STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING JOINTS AT it is owners responsibility to estaolish �nd st�k� alh
<br /> � a Diversion ofi tivatPr a�ria fram huiidin s _ Y��' '��-�"� CONSTRUCTION TYPE:
<br /> CORNERS AND AT INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN DOUBLE PLATES SHALL prooercy lines. � ) - Y g • :
<br /> � {b) Prevention of st�nding water and soif satura�ior� cietrimPntal ����'°�`` $��"���"��'` �' ���'v����''� ` TYPE V, NON-RATED
<br /> BE OFFSET AT LEAST 48 . �q�t�'�v�'��� ~��'�F a1� -uFca�rrw�sez�£
<br /> 5. BRIDGING AND BLOCKING SHALL COMPLY VVITH IRC R502J AND THE FOLLOWING REQUIREMENTS. to strurtt�r�s and lot use. '�t���)�`�'-���t �� ,�?�)��-���
<br /> A. SOLID BLOCKING OF NOT LESS THAN 2' NORMAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL � ������Vrv4��LL � f ��
<br /> (c) That natural drainage channzis or basins are �t b�ocked or ���t.iC;�l i��a �'�111�1�1 � ���i�����
<br /> SUPPORTS OF JOISTS AND RAFTERS. CALL 2 WORKING DAYS BEF�RE YOU DIG
<br /> B. BETWEEN SUPPORTS PROVIDE BLOCKING OR BRIDGING AT 8'-0"o.c. FOR FLOOR JOISTS AND 10'-0"o.c. fili,:d. r���'u���� `"�q'����'����'������
<br /> �T�1,1�7'U�t.r��������.�J��G?��Y�w�7`hi� DATE DESCRIPTION
<br /> e� /� �d) F'rovision, fior th2 disposal c�f wateC from � {0$e ,�1T�t���.��v��sar�p,��Cs�.�UL��i�+J�
<br /> FOR RAFTERS. _ i ���Oa�L������ r .r . , � .�,�,,. r � � ' } r-� r- , .--
<br /> 6. GLULAM BEAMS SHALL BE GRADE 24 F-V4 DF/DF IN CONFORMANCE WITH THE LATEST NDS (Fb-2,400 PSI) FOR te) Prote.,ti�n ot adJo�ning property, ��Ea.�rt��..�.j��1�► __ �•� CY C,� � J�} i, �"�' OF:
<br /> SIMPLE SPANS AND 24F-V8 FOR CONTINUOUS SPANS. EXPOSED GLULAM 6EAMS SHALL BE ARCHITECTURAL UTILITIES UNDERGROUND LiJCATION CENTER ������°� ��_��`���.�L?t�._ � .
<br /> APPEARANCE GRADE. � ���1C��i%.�.'�' . , .� . � �.----- _�a..,..� R��I���t'��.7 �(�'Jr`� r� :�ilf��1l r
<br /> � ' ti �S �'"('U'•�'f'f� �11 �5��v V�3t�s�s��,P4'�xSi��l��J
<br /> (ID, MT, ND, OR,WA) - 4/7/2008 2:43 PM
<br /> �`c� �Y:r�Ly �:�;�.,���-.d �t!ii�:��cr� �Ie���i��
<br />
|