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HomeMy WebLinkAboutPermit D2000-020 - DOAK HOMES (Only Plans)GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPEGFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MEGHANICAL COMPONENTS. TH15 OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. WRIT I EN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE U.B.G., W.S.E.G., N.E.C.,, U.P.G., U.M.G., AND ALL APPLICABLE LOCAL CODES, WHICH SHALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN INAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING 5t I BACKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION. S. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO SE HANDS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7_ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION CR U5E OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES''. A. SITE CONDITIONS AND SITE WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER 'DESIGN LOADS ", OR IF EXCESSIVE GROUND MAtcK 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL SEAR ON UNDISTURBED, NATIVE SOIL. 2 DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. SACKFILL MA I tKIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR 8" PLINTHS AT EXPOSED EARTH (5" IF POST 15 PRESSURE TREA I tL). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP- PROOF BASEMENT FOUNDATION WALLS WITH 2 COATS ASPHALTIC EMULSION U.N.O. G. REINFORCING 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONC. COVER; EXPOSURE TO WEATHER 7, TO EARTH 5 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF '7" U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEW FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 1996 MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.C.L_IB. OR N.FI.PA. AS APPLICABLE_ GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART'. 2. SILL PLATES, DECK SUB - STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT WITH CONCRI I t SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER USG 2505.7. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. 4. MULTI 2X BUILT -UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 1Od NAILS €9 12" O.G. STAGGERED. 5. SOLID BLOCK W/ 2X 0 MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAI- I tXS ® SUPPORTS. 6. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 7. DOUBLE JOISTS UNDER PARAI I El BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 8. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' IN "I tKVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS. 4. GLU -LAM BEAMS SHALL BEAR A.LT.O. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE ' SIMPSON" OR AN APPROVED EQUIV. 2. FRAME NAILING SHALL COMPLY WITH USG TABLE 23 -11- 2-1 UNLESS NOTED OTHERWISE ON FRAMING PLANS OR ON SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS. 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F. PLYWOOD AND DIAPHRAGM .NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PER USG TABLE 23- 11-B-1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE TiG 5/4" C -D -EXT -AEA PLYWOOD WITH EXT. GLUE, P.1. 52/15, GLUE TO JOISTS AND NAIL WITH 10d 0 E" 0/C EDGES, 1Od ® 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/52" C -D -INT -AEA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0, NAIL 8d @ 5" 0/C EDGES, Sd S 12' 0/C FIELD G. VENTILATION AND ACCESS' 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SQ. FT_(NET FREE) FOR EACH 150 SQ. FT: OF UNDER FLOOR AREA DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND COVER WITH 1/4' CORROSION RESISTANT WIRE MESH AT CRAWL SPACE OPENINGS. 2 VENTILATE ATTIC SPACES PITH CROSS VENTILATION E-TQUAL TO 1 /150T1-1 OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY BE 1/3OOTH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 30" MINIMUM WITH A CLEAR HEIGHT OF 30 ", INSULATE AND WEATHER - STRIP. 4. PROVIDE 15" X 24" CRAWL SPACE ACCESS TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24"-ARC OF CLOSED DOOR, GLAZED AREAS > FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.S.G. 2406. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER UBC 2405.2. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.WI. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AIR DUCTS PENT I KATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT LO55 CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED U5E AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH MAC 51 -46 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOWERS: 7.5 GPM(MAX), LAVATORIES/FAUCET: 2.5 GPM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH AND WATER RESISTANT SURFACE TO A HEIGHT OF 10" ABOVE DRAIN INLET. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULL( TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" TEMPERED, 1/4" LAMINATED AND MEET UB.C. STANDARDS. 2. FLOOR TILES AT SHOWERS AND NET AREAS SHALL BE SKID - RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300# IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN r- EQUIREMENTS. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION.. • 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON - BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STC FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, TEMPERED GLASS(TOP), LAMINATED GLASS(BOTTOM) AND 7/32' THICK MINIMUM. 7 PROVIDE', A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND 51 E.E FLASH SIDES. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER •:,-,;tiUFACTURER'S INSTRUCTIONS, FINISH AND FLARE WELL TO CEILING PER PLANS. F. EMERGENCY EGRESS 1. EVERY SLEEPING ROC` -,ND BASEMENT SHALL HAVE AN EXIT DOOR TO THE EXTERIOR OR A MINIMUM OF ONE WINDOW WHICH Mtt 15 THE FOLLOWING REQUIREMENTS: MAXIMUM SILL HEIGHT OF 44 ", NET CLEAR OPENING AREA OF 5.7 5Q. FT., MINIMUM CLEAR HEIGHT OF 24", MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR KNOWLEDGE,. a SMOKE DETECTORS 1. SMOKE Dt I UCTORS SHALL BE PROVIDED IN EACH 51 FFPING ROOM AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOUN t ED ON THE CEILING OR BALL CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE 51 EPPING AREA. IN STRUCTURES WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE DETECTOR SHALL BE INSTALLED 01 EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, Pr ;OVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOGAN ED ON LOWER LEVEL; THEN SMOKE DL 1 LCTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DE I ECTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DE I ECTOR IN HEM. CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK -UP. ALL OTHERS MAY BE BATTERY OPERATED. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVATION PORT ® 54" -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. S. GARAGE SEPERATION 1. GARAGE/DWIFI I ING SEPERATION SHALL CONSIST OF FIRETAPED 5/S" GINS, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS LIVING, ATTIC AND CRAWL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING SCI OR = SHALL U5E 2 LAYERS 1/2" GINS 'TYPE "X ". 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE FIRAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPERATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWELLING SHALL BE 1- 5/5" SOLID CORE, TIGHT FITTING AND SELF - CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF 5" MAXIMUM, MINIMUM TREAD LENGTH OF S" AND A 3/8" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL SE PLACED 34" TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF BALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE 6' -8" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 3E" AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4" SPNBRE CANNOT PASS THROUGH. 5. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5 /5" GINS, TYPE "X" FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. SOLID FUEL FACTORY BUILT FIREPLACES, STOVES AND INSERTS 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS. 2. UNITS SHALL HAVE TIGHT - FITTING GLASS DOORS, READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 5/5" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND W.A.B.O. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2).1 1/2" X 1/5" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTAL I FD AND NAILED WITH (6) Sd NAILS PER STRAP TO ROOF OR CEILING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1. •• CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WEIGHT OTHER THAN ITS OWN UNLESS SO DESIGNED. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AIR. 3_ MAXIMUM TE4FERATURES, FLUE LINING, FLUE SIZING, TERMINATION HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH USG TABLE 51-S AND 31 -A 4. SEISMIC ANCHORAGE SHALL. BE PROVIDED FOR MASONRY CM'•MNEYS AT EXTERIOR WALLS PER UBC 3102.4.3. 5. CLEARANCE TO COMBUSTIBLE MA I UKIAL: 2" FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, 5" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL WITH 12" OF OPENING SHALL. NOT PROJECT MORE THAN 1/3" PER INCH OF CLEARANCE 'ROM OPENING. 6. HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTIBLE MATERIAL. HEARTH EXTENSIONS SHALL EXTEND 16" FORM THE FRONT OF AND 5" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREATER THAN 6 5Q. FT., THE HEARTH EXTENSION SHALL. EXTEND 20" IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENSIONS SHALL BE READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. W. ENERGY NOTES PER 1991 WSEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN BALLS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR LEAKAGE. FIEATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, COUNTERFLASHING AND COPING, WHEN OF METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH WI.P: WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION BALLS TO A HEIGHT OF ADJACENT GRADE. 4. INSULATE FLOORS, BALLS AND ROOF PER P 5. FACED INSULATION TO BE FACE STAPLED. Fy� 6. INSULATE HOT AIR DUCTS IN NON - HEATED SP u p t or C,' P t '1 PER TABLE 4 -16 (R-4). '�,E 1/ LI E PUTTY, 4 SAND. STEEL: 7. INSULATE 24" OF PERIMETER OF SLABS AT HE: tor's cod y a: a?�,�y plans acknowledge. ROOMS WITH R -10 RIGID INSULATION. S. INSULATE HOT WATER PIPES PER TABLE 4-11. 9. PROVIDE 2.5 G.P.M. FLOW RESTRICTORS AT SHOWERS. 10. WAD tK HEATERS SHALL MEET 1987 NAEGA. 11. ELECTRIC HI^I TANKS IN NON- HEATED SPACES BE PLACED ON A NON - COMPRESSIBLE SURFACE A FLOOR INSULATED TO R -10. rcIOR that ti`t IN51gRj1 47,M 3 -8.7fI N3rIGB N C elTors arMarg iwInd approvai of pk in' do:.., not o'atllu,i.r° Ile v :Olation of any X. VENTILATION AND INDOOR AIR QUALITY PER VIA 199'7. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRA I tL FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 CFM ® .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM 0 .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED TO R -4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACKDRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. NOTE: IT 15 RECOMMENDED BY KING COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING. INTERIOR DOORS SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED FLOOR. DESIGN LOSS CODES g UNIFORM BUILDING CODE 1947 EDITION E AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1947 WASHINGTON STATE ENERGY CODE WAG 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PSF, ATTIC: 15 P5F, STAIRS: 100 PSF DECKS: 40 PSF, BALCONIES SO PSF.GUARDRAILS: 20# ELF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC BIND SPEED: SO MPH, EXPOSURE B (UNO) SOIL BEARING CAPACITY ASSUMED AT 2000 PSF (UNO) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 50 PCP EQUIVALENT FLUID PRESSURE FOR BASEMENT BALLS AND 30 PGF FOR CANTILEVER RETAINING WALLS_ CONCRETE MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 25 DAYS (UNO). 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING WALL: 2500 PSI AT 25 DAYS, 5 1/2 SACK CEMENT PER CU/'YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5 %). REINFORCING STEEL ASTM A -615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS CONC) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS . -M:ETAt ;CO.M E-C ORS RECEIVED CITY OF TUKVILA PERMIT CENTER HF 112 OR BTR(PT HF "STUD GRADE" HF *2 DF #2 DF #1 24F -V3 24F -VS P.T.ry #�f TttV$l. P.T. FAt1pRovED MAY 2 3 zun EQUIVALENT, T; "JAMES - ANDERSON UES GN ®a / RESIDENTIAL ARCHITECTURE ID THBE y 'i fo � r.„ Permit ® 4.Eel %�/�' � , . _ I 12. HVAC EQUIPMENT SHALL BE SIZED TO A MINIM -T9F 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOS5 GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1G OR NON 1C INSIDE AIR -TIGHT ASSEMBLY (1/2" GWB BOX). 14. EXTEND BIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. tJc� 060 020 \f2 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON 5T. .5 • EDMONDS, WA. 98020 T76 -6766 PHONE FAX TT6 -67bb uPVIQInki 11711VIliii\ !®V! t DATE 4,lo'q�r I SHEET CONNECTION NARING, 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2 -8 d 4 Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-111 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2 -'5d 6. Sole plate to joist or blocking, typical face nail 16d at 16' (406 mm) o.c. Sole plate to joist or blocking, at braced wall panels 3 -16d per 16" (406 mm) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate 4-8d, toenail or 2 -16d, end nail 9. Double studs, face nail . . 16d at 24" (610 mm) ox. 10. Doubled top plates, typical face nail ltd at 16" (406 mm) a c. Double tap plates, lap splice 8 -16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152 mat) ox. 13. Top plates, laps and intersections, face oat 2 -16d 14. Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge 15. Ceilinn joists to late, toenail 3-8d 16. Continuous hea er to stud, toenail -� 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3 -16d 19. Rafter to plate, toenail 3 -8d 20. E" (25 nun) brace to each stud and plate, face nail 2-8d 21. I" x 8" (25 mm x 2173 mm) sheathing or less to each bearing, face nail 2 -8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built -up corner studs 16d at 24" (6W nun) o.c. 24. Built -up girder and beams 20d at 32" (813 mm) ox. at top and bottom and staggered 2 -20d at ends and at each splice 25. 2" (51 mm) planks 2 -16d at each bearing 26. Wood structural panels and particleboard. Subfloor and wall sheathing (to framing): t /z" (12.7 mm) and less 6d3 " (15 mm -19 mm) 8d or 6d 7 /8" -1" (22 mm -25 mm 80 1 /8" -1 (29 mm -32 mm) 104 or 8d Combination subfloor- underlayment (to framing): 3 /4" (19 mm) and less 6d5 mm) 8d5 7 /8 " " (22 mm -25 'min) . 8c15 1 " - 1 (29 mm, 32 mm) 10(1 or 8d 27. Panel siding (to framing) 1 /2" (12.7 mm) or less 6d6 5 /8" (16 mm) 8d6 28. Fiberboard sheathing: g '/2" (12.7 mm) Na. 11 ga. - 6d No. 16 ga" 25 /3z" (20 mm) No. 11 g'4 No. 16 ga. 29. Interior paneling 10 l /4" (6.4 mm) 6dlt 3 /8" (9.5 mm) ABBREVIATIONS /GENERAL GONSTRUGTION AB. ABV. ALT BD. BLK'G BM GANT. GB. GDR G.J. GL GLR COM COMP GONG GONT D.B. DBL SIAM E.E. E.S. E1^t. EX EXP EXT FIN F.G. F.J. F.F.L. FOE FP FTC, GLB GL GR &WS HD HDR HR HGT. H .L. HN ABBREVIATIONS /ELEGTRIGAL/M EGH AN IGAL/ LIGHTING ESM ESP U.G. ENH EBB L.P.D. VTO GFM ELEGTR)GAL/ MEGHANIGAL/ LIGHTING SYMBOLS ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT CEDAR GEEING JOIST GENTERUNE CLEAR COMMON COMPOSITION CONCRE I e CONTINUOUS PENNY DEADBOLT DOUBLE VIAM R EACH END EACH SIDE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM INA' I BOARD HOLDONN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER Fl FCTRIC SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND ELECTRIC NALL HEATER Fl FCTRIC BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE SNITCH 3 NAY SNITCH DIMMER SNITCH TIMER SNITCH DUPLEX OUTLET HALF SNITCHED SPEC. APPLIANCE FLOOR OUTLET 220v OUTLET WATERPRF OUTLET GFIC OUTLET INCL. INT LAM LIN MAX MB. MIN INC. NTS OA. O.G. O.H. 055 PB.O. PL P.T. PW R RELOC RSS R.O. R.5. S.G. SHT SH SKY SLOG SW T T -(4t) T. B. TEL. TYF TSG UNFIN. U.N.O. VB. V.G. ND N.I. N.P. ELECTRIC PANEL ELECTRIC ME I E SMOKE DETECTOR EXHAUST FAN CABLE JACK DOORBFI I /CHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEC. BASE BD INCLUDE INTERIOR LAMINA I ry LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREATED PLYWOOD RISER RELOCATE AUCINIPRISCA ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEARNWd-L TREAD TIE DOWN ( TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL GRAIN WOOD INROUGHT IRON 1NATER PROOF GFIC GROUND FAULT INTERRUPT CIRCUIT SD SMOKE DE I DCTOR N.S.L WATER SERVICE LINE HB. HOSE BIBB G.O. CLEAN OUT G.A.R. GOLD AIR RETURN dt� SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK UGHT PULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBB TABLE 23- II -B -1 TABLE 23-11-B-1---NAILING SCHEDULE 1327 UNIFORM BUILDING CODE 'Common or box nails may be used except where otherwise staled. 2 Naiis spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 231533 and 2315.4. Nails for wall sheathing may be common, box or casing. 'Common or deformed shank. 4 Common. 5 Deformed shank. 6 Corrosion- resistant siding or casing nails conforming to the requirements of Section 2204.3. - 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. 5 Corrosion- resistant roofing nails with 7 /16 -inch- diameter (11 mm) head and 1 -inch (38 mm) length for '12-inch (12.7 mm) sheathing and 1 (44 mm ) length for 25 /35 -inch (20 mm) sheathing to the requirements of Section 2304.3. 'Corrosion- resistant staples with nominal 115 - inch (11 mm) crown and 1 -inch (29 mm) length far '15-inch (12.7 mm) sheathing and 1./2-inch (38 mm) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. topanel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. ttPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges. 12 inches (305 mm) at intermediate supports. 1)2 ocJo- CITY OF TUKWfl.A APPROVED MAY 2 3 2000 AS NO tED ?A�9L[w G :I!r.1),ION COPYRIGHT B 1 PER h1T CENTER UNAUTHORIZED REPRODUCTION OR USE IS FROHIBITED AND PROTEC I EL) BY FEDERAL LANE JAMES- A(NJ,ERSON DESI R ARCHITECTURE `T - - POi - ( t N- Cs r' CATHY ANDERSON • REGISTERED ARCHITECT 530 DAYTON ST. tt6 • EDMONDS, SNA. 45020 T76 -5156 PHONE FAX T16 -6166 BECET s OF nE'rMlt .. ER1ER REGEYut��'.,;ILH Glrr of FLOOR TIES/ HOLDOWNS 1 e' 7 SIMPSON U.N.O. MARK STRAP NAILING HOLPOWN STUD ANCHORAGE HOLDOWN ANCHOR BOLTS NOTES VERTICAL .......... ............................... HORIZONTAL C ,.. f'...l� .............M *Z - iLJ �' ................ (& / Ong _, i /� ` rl',ZL2 Z4" �vir26 -r - Z ry, ( � fi) 2 �� .I - I- I �d - 9 z.) - i r 11 ( J1 >✓H) 7t �S I�� • .. .: .......f . ''�:3) l�N -bk-e) 38 -I60--- 1- LOCATE HOL10141 AT EACH END OF SHE4RINALL 3- EXTEND FDN DOWN AS REQ'D TO I 2- CRIPPLE NALL CONSTRUCTION SAME AS ABOVE RECEIVE HOLDOWN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER AS REQ'D SHEARriALL SCHEDULE- STUD FRAMING MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES BLK'D U.N.O. NAILING FIELD SHEAR PLOVl NAILING BASE PLATE RIM JOIST SILL PLATE ANCHORS V/--. - /I C-" -2/ I ` FW g e Z OL - ( 'OV ( I 0 4 Jv MsI i.el @IZ I(-.e.4 „ A5f= �1 " -pl 1' ' /zx l �e ( -d' , Y - I 7/I (a 05C3' I ,5;v"PW 1 „ e'l•: U gel G I Z I I 6 GI i' A SF' %v" X' ��' 6 V�e . � ', 4.4 -eIZi" I I_ ...le' `t" � 1 .. l�l M r lr. L. _ _p 7 /1(0 " Irn " e24 G 'i 1 G IZ I- 1/2_ I ...J C n/rL l { ' V2Seu -tom l, 4- t-i.._ Prgri • 6 - b" -b 661 - tivl o r -- E-i -Dr_ • f J K- •& G1i Li P G 1G 7 �-� . 1221 - Go'JG dI CITY OF TUKWILA APPROVED MAY 2 3 2000 AS NC; ILb PERt^ 1 C.AT jfLDf;` CDs iliON COPYRIGHT S Infia. !9� ^' UNAUTHORI7Frr REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAIN .MMES- AdNDE!RSON ,DESIGN RESIDE-N71fi1.', A!?CHITECTURE `IL'I V l f� I Z �P CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. .5 • ' EDMONDS, WA. 98020 176 -6166 PHONE FAX T6 -6166 Fi \T ,I F'' PER� CENTER 4L.4- /wo P f 7°X �v rd,D U 4 L YI t4Z7 . 4.° �e cgAL-0.14.1 -1— - - s -d- -114_ I1I 7 �p>:T 12 1, III 1,-- I cr- • I91 t2 ri,K rL 1 , ip COPYRIGHT © -1AD "KM 1 C ` UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAYN .JAMES- ANDERSON DESIGN A f2EL.,I7EN77AL ARCHITECTufE CITY Of TUKWIU APPROVED MAY 2 3 200" rEU h.'.. "� V &09 F_E V l.OoF- �bN� CATHY ANDERSON • REGISTERED ARCHITECT 3S0 DAYTON ST. .6 • EDMONDS, }NA. W20 T16 -6766 PHONE FAX T16 -6 J 0 PERM■T CENSER 1- 1 1 I 41A-" 11 /4 'I \) V/ F 0 — 4 , r �1�� X e1, 4-/1'4 p (4)'ar HL 1 a 9 , rD veA rter- -`� 1 1 z — 4 , r �1�� X e1, (4)'ar HL 1 a x--h tgd lallarim. 9x-p _.zX- o J-- . 4-)t igl°.s 1 4X(v ,. , ,,,i 12111=;12111/41111111111111111111111 4Cv I � II. G L -�7�uo0a -I 7 '✓ I ` Z zoo+ K 16 ✓-4.1f7 -vx -- H- - 2 CITY Of TUKWILA APPROVED MAY 2 3 2000 AS hO ED ONTNON PERMIT CENTER COPYRIGHT © JAD 1 /79 UNAUTHORIZED REPRODUGTION OR USE 15 FROHISITED AND FROTEGTED BY FEDERAL LAIN JAMES- AN1?Er250N DESIGN RE5IDEN77AL ARGN/TEC7URE 170.6-v— I--6 4- " P %IG F l e,,7 g, E V K...2 / 1 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. #6 • EDMONDS, WA. 98020 T76 -6166 PHONE FAX T16 -6766 Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in BTUH A. Wlndow,Skyilte Double AAMA tested .515 23.53 ' - -7 .0 5259.52 Sliding $ Swinging Double AAMA tested .375 17.25 29.39 • SCISSOR TRUSS 4/12 PITCH (R -3O) Glass Door 5/12 PITCH (R -30) .039 B. Opaque Door Wood 1 3/4 w /panels .570 26.22 5/12 PITCH (R -38) .035 Wood 1 3/4 SC .330 15.15 .033 Wood 1 3/S SC .390 11.94 17.5 318.44 .082 Insul. metal w/TB .110 5.14 20.0 114.50 144.4 Insul.'metal w/TB .142 653 1 0.-12 SLAB ON GRADE (R-10) RIGID le/ TB', C. Roof /Ceiling R -30 .036 1.66 .064 Insulation R -3S .031 1.43 945.0 3.5 ft. BELOW GRADE INTERIOR WALL (R -13) D. Wall Insulation R -13, wood studs .062 3.77 156.0 701.59 above S below grade R -13, wood studs .055 4.05 1641.0 6642.71 .420 R- 21,wood studs .051 2.62 353.6 E. Floor Over Unheated R -19 .041 1.89 948.0 1787.93 Space insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.64 Perimeter Insulation G. Basement Floor None .032 1.47 H. Infiltration Post 1150 .018x.6 ACH 050 12704.0 6352.00 (GROUP R OCCUPANY PROPOSE UA PROPOSED A- SEMBLIES " U " AREA U X A FLOORS (R -19) .041 948 38.87 FLAT CEILINGS W/ ATTIC (R -30) .036 FLAT CEILINGS W/ ATTIC (R -38) .031 948 29.39 • SCISSOR TRUSS 4/12 PITCH (R -3O) .043 5/12 PITCH (R -30) .039 4/12 FITCH (R -38) .040 5/12 PITCH (R -38) .035 CEILINGS VAULTED (24" OG) 2 X 12 VENTED (R -30) .033 GLAZING .518 222 115 X .4 WALLS STANDARD (R -13) LAPPED WOOD .082 186 15.25 _2 2 X 4 WALLS STANDARD (R -13) T1 -11 .088 1641 144.4 DOORS 284 37.15 1 0.-12 SLAB ON GRADE (R-10) RIGID le/ TB', .540 2.0 ft. BELOW (GRADE INTERIOR NALL (R -13) .064 SLAB (R -10) N/ TB F= :600 3.5 ft. BELOW GRADE INTERIOR WALL (R -13) .058 SLAB (R -10) W/ TB F= .570 1.0 ft. BELOW GRADE INTERIOR WALL (R - -13) .050 SLAB (R -10) VV TB F= .420 PROPOSED TOTAL TOTAL TARGET UA TOTAL. PROPOSED UA 353.6 356.5 L 353.6 / y =1•111M• I >tG I Y � I � IraG�iZ 10111111 - lnej atm I Mil 111 I I I I I V.6 10 /i2 f x� T' . tP I -1 -1-11 el htH1 i I TI - Iii Il �xro -� Fixed 4.00 14.00 24.00 0.50 0.53 0.50 Fixed SH 24.00 41.00 60.00 q.00 10.00 51dg Patio 2.00 1.42 12.00 12.12 20.09 Grid /obscure ,Syr *xt _ Egress 5afet gl. (1) Egress 7, 6 L . 10.12 YVIMI?O M sGHEPULE SIZE 4/014/6 2/0X2/0 4/0 x 3/6 1/614/0 6 /0X4/0 6/016/10 5/0X4/0 3/0X3/0 WEIGHTED "U" GAS WINDOW MANUFACTURER DOOR MANUFACTURER TYPE AREA "U" Sid • • 36.00 . - 0. 53 Fixed 7 ")" 20.000 "UA" NOTES 11.08 Egress/ •rid (2)obscure 0.284 MILGARD MFG EMPIRE WEIGHTED "U" GAS DOORS 3/0X6/8 In. sti. 28X6/8 5G wd Mt -('.sue 4 r6r GJI I) 20 00 PLA41 b 114.41 0.518 0.19 3.80 1 3/8" OWNER: - DOM Homey rr e PLAN #: 1609 HEATED FLOOR AREA: 1603 GROUP R OCCUPANCY TARGET UA .041 .036 .034 .650 .062 .400 .540 .043 .690 .041 .640 .037 .510 AREA 948 948 240.5 1809 31.15 UXA 58.81 34.13 156.3 112.1 15.1 356.5 TARGET ASSEMBLIES FLOORS ( R -19) CEILINGS W /ATTIC ( R -30) CEILINGS VAULTED (R -30) GLAZING 15 %a OF FLOOR AREA WALLS (R -11) DOORS ( R -2.5) SLAB ON GRADE (R -10) 2.0 ft. BELOW GRADE 3.5 ft. BELOW GRADE 1.0 ft. BELOW GRADE TARGET TOTAL D2- �._ COPYRIGHT © JAD " UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAN( CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS (U = .65) JOB #: GROSS WALL AREA: RIGID INTERIOR WALL (R -19) SLAB (R -10) F= INTERIOR WALL (R -19) SLAB (R -10) F= INTERIOR WALL (R -19) SLAB (R -10) F= 16098.XLS EOUIFMENT SIZING FORM Design Heating Load DHL= (heated floor area) 1603 Minimum Required Equipment Size = DHL x 1.0 Maximum Required Equipment Size = DHL x 2 Proposed Equipment Size (Output) JAMES - ANDERSON DESIGN RESIDENT7AL ARCHITECTURE Ez 1 • I IJt'i 1 b1 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ET. .6 • EDMONDS, WA. 88020 T16 -6766 PHONE FAX 716 -6766 2081 RFO`TLtiK�. I� v T�OF EN 13.27 21267.34 42534.65 25000.00 21261.34 SHE.-T tllc xy Ihr e'Iii', t op, ran IPM 1 mP Unl P hxm m l�l � M dwxxtlrnln:x I 'nxP diontwainifidigiidin, 1, gJIIIIP !Wx leh 1.1it IIl rVII MI Ir 01M76Llj II ■ 11 fNlox+Millil WI In I IdI1111111111 1111 ii 116 x I P;1l 1 ti MIA I. vt u In rn M11-xunun Mn n I � nrr WM xx i 'i n rrinra:� It MMI.Jwna2 f I III:IRanln'1 +x1IXWx uixw R:aRllxnRRxlfl, t l h- *+n9m5.N54 � 7 IM Pu u In 'I (::�.. 7 _ n,_, lu I tL P x l ' � r � � M N I wMtllxriM nl IX! dNdlll7rl Idl. i1N! Irl I , li j1' . i ' i i'� i'In.. nl nu Ip lil � n ' n " .,:fib ndlt:.MMl: LI III,u.lx u h l ru J h� I In � N I I 1 1lil, i'� i ll� f Id'VI II I+nu tGx'in M h II I In x INIRnI' u ,IP W 1 wn nmWnl�M Mh rmllnnlalll "Ih: n' Idli J- '�:n',ir� 1' I �'I" " I �m Ix tnd!�, wlx nnl. qi i, l�dfwau :�iud.,x�n�'ih+lul'IduMU�uurrjl inllll f dINIU61 Itlly N,ydpjlj�rlir l��li111�GG�rigl 114J1 „I�h I rP +W . Ibild 1 Wx. III w , J1,:1,11�lIN � 1� WkihMlit Fllarlpi iII IUMIINhgI l �II1411dM nW+rl�JldlN . 111lm xnlll dill I 1 11 t ur unn M7 In+ xl Ixx :�, iinil.l+ll�llPil llpl IPixll +ull rx ua ,w w nnr I nMfxlnxln uiu�Jfrxln 1 IMI nlx:ifirllLl✓rl,u lnldll�l�j�l :. ,.,,,, ,,:� ... ''�1 nx lu nnr nil �n, KA ' , ALFL.AK 7" WHOLE' HousE EXH,Qt7ST` FAN INTAKE. l {5 E @.Z.5 waj (Nv/N) 4C ScR zo Lvr Van- ca FES L' Ai INTAKE a -ta�a- 12 4A p, ( 1-+ P) ` --- -3^ SUPPLY Ai 7 STALE. MOIST EX -AUSIT AIR 3o e_t9E5L7 ME IS.M,G. 6°3, __f W1EjAL 1�L1GTS L NsTALLIED uNDF� C©Nc -, --e 8E t RcAsak) I (.1 ' r Z- I NCE{F5 cf,F CO NGP 1 7 1E. 7 2O00- � 2a ; 54N3 on) -L EA_ S tn.-16 p ° a . off e) < a 4)5 PJ�ft -S G. Lt z4" +P 4 if M<. - 1:IAen )t_n1) 1 ' �tY 7 / R L Nei HAH-- t ! I-G wr-("- 611,1P) ` -) Ir -JiJ V 6 I tf 6i-C F44-11-- _ - I 6,1 6 lQ . /j 6c V .*-{ p ,;,L. - 2x`4' I r,H 2/4. r.-/ � /j'' /.r7• • 4 ,, o ' a - 6 4 .d a S � , I T {lJ? S - r N4 16,c(C 1r g a) lea 6 „for � 4 � Ila' o , 1461.0-r,_)-ND u • ,j jj • If7 / /` )LIt� r7 'LaiV !Okla 11 11 rtitalrail h -�� r: Its I NUJk `t fV._f 41.Ja.' / .JAMES- ANDER50N DE51GN RESDEN77AL ARGI:'1TEC7URE 1,(0o9. CATHY ANDERSON 330 DAYTON ST. a6 T76 -6i66 PHONE REGISTERED ARCHITECT EDMONDS, NIA. 82020 FAX T16 -6166 r r . E: o PEWIT CENTER- SHEET REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 2' NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 24' O,C, #4 e 24' O.C, 4' TO < 6' #4 e 18' 01C. #4 e 18' O,Ct 6' TO < 8' #4 e 16' 0.0. #4 e 10' D.C. ' > 8' ENGINEER'S DESIGN REQ'D KA ' , ALFL.AK 7" WHOLE' HousE EXH,Qt7ST` FAN INTAKE. l {5 E @.Z.5 waj (Nv/N) 4C ScR zo Lvr Van- ca FES L' Ai INTAKE a -ta�a- 12 4A p, ( 1-+ P) ` --- -3^ SUPPLY Ai 7 STALE. MOIST EX -AUSIT AIR 3o e_t9E5L7 ME IS.M,G. 6°3, __f W1EjAL 1�L1GTS L NsTALLIED uNDF� C©Nc -, --e 8E t RcAsak) I (.1 ' r Z- I NCE{F5 cf,F CO NGP 1 7 1E. 7 2O00- � 2a ; 54N3 on) -L EA_ S tn.-16 p ° a . off e) < a 4)5 PJ�ft -S G. Lt z4" +P 4 if M<. - 1:IAen )t_n1) 1 ' �tY 7 / R L Nei HAH-- t ! I-G wr-("- 611,1P) ` -) Ir -JiJ V 6 I tf 6i-C F44-11-- _ - I 6,1 6 lQ . /j 6c V .*-{ p ,;,L. - 2x`4' I r,H 2/4. r.-/ � /j'' /.r7• • 4 ,, o ' a - 6 4 .d a S � , I T {lJ? S - r N4 16,c(C 1r g a) lea 6 „for � 4 � Ila' o , 1461.0-r,_)-ND u • ,j jj • If7 / /` )LIt� r7 'LaiV !Okla 11 11 rtitalrail h -�� r: Its I NUJk `t fV._f 41.Ja.' / .JAMES- ANDER50N DE51GN RESDEN77AL ARGI:'1TEC7URE 1,(0o9. CATHY ANDERSON 330 DAYTON ST. a6 T76 -6i66 PHONE REGISTERED ARCHITECT EDMONDS, NIA. 82020 FAX T16 -6166 r r . E: o PEWIT CENTER- SHEET LOT LOT 40 LOT 41 LOT 42 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0205 3000 SO.FT. 1242 'SQ.FT. 574 SOFT. 1816 SQ.FT. 017903 -0210 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0212 DOWNSPOUT CONNECTION POINT (TYP) PROPOSED UNDERGROUND POWER, PHONE & TV CABLE INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE ce 0 M Lot 40 — 20' C" PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 Lot 41 20' -0" PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 Lot 42 20' -0" PROPOSED RESIDENCE F.F. 102.5 EXISTING SIDE 'SEWER' 4" PVC TIGHTLINE SLOPE =2.00% MIN. INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS 55' W W EXISTING GAS LINE EXISTING SANITARY SEWER EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 D 2 000 -o Zo NW 1/4, SECTION 10, T23N, R4E, W.M. CLEARING LIMIT IS THE PROPERTY LINE G PROPOSED GAS SERVICE LINE PROPOSED SIDE SEWER TYPE 1 CATCH BASIN (TYP) VANED GRATE: 101.50 IE: 97.50 EXI5I1NG.UTILITY POLE G G G G ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV.= 100.00 PROPOSED SIDE SEWER EASMENT 48" DIAMETER DRY WELL PER DETAIL INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS E!IS11NG FIRE HYDRANT GRAPHIC SCALE 20 10 ( IN FEET ) 1. inch = 10 ft. EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING WATER MAIN PROOF DOWNSPOUT = VERFLOW DRY WELL DETAIL SCALE: 1"=2' 1/4' MESH SCREEN ON PIPE INLET DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVENAY AREAS FROM EACH LOT WILL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROLTED THROUGH A 4" PVC TEE TO A DRYWELL. 2. TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL LOTS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE THREE LOTS AT THE LOCATION OF THE PROPOSED DRYWELL. THE SOIL TYPE AND STRATIFICATION WAS THE SAME IN EACH TEST HOLE AS FOLLOWS: 0 -3.5' BROWN SILTY FINE SAND 3.5 -8.5' BLACK MEDIUM SAND NO WATER TABLE ENCOUNTERED ON 3/29/2000. 6. ALL PVC PIPE CONFORM TO ASTM D- 3034— SDR3034. LEGAL DESCRIPTION: LOTS 40, 41 AND 42, BLOCK 1, HILLMANS MEADOW GARDENS ADDITION DIVISI ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON. 4' PVC S =2,00% 12'MIN, TYPE 1 CATCH BASIN WITH VANED GRATE INSTALL 54" - t#4 REBAR AT CENTER OF DRYWELL FOR FUTURE LOCATION 48" cV CORRE TIOt' LTR #_.. 6" MAX. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES ANT TOP OF DRY WELL 12' MIN. ABOVE SEASONAL WATER TABLE OR RESTRICTIVE LAYER FILE C BY Date p N rove These plans have been reviewed by the Public Works Department for conformance with current ( y andards. Acceptance is subject to errors and isnIuts which do not authorise violations of adopted standards or ordinances sibility for the a's^.-cy of the design rec"a' '.IX the design. :.::ions, deletions or r -'hose drawir, ;his date will voL :ance r. and . tdm a resdttal of - . . . far c.. approval. Final _ _ ;..n e is subject, r:...1 Jpaction by the Public Works utilities inspector. Date: By: _ -OD fEC EIIV BCEIVED t: BFTUKWIIA APR 17. : I(W ILA O G CEEA F nn — � W N N 0 0 r H r � 0 0 0 V1 C) 0 0 N N 0 0 0 0 0 Z Z Z _ _ J J J J • <t h F- O 0 O stn PROJECT NUMBER 00 -007. SHEET 1 OF 2 O N F.-, • N N ti U U EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches 4d silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will nob be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty —eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment —laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. 3 2 K 3 O CLEARING LIMIT IS THE PROPERTY LINE w —S G W 43RD .. AVE EXISTING GAS LINE ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV.= 100.00 30' Lot 40 PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 EXISTING SANITARY SEWER 00 0 0 0 n n n 0 O O O O 0000 0000 0000 0000 0000 0 AAVeltleALL • ■ _k_ 3 CLEARING LIMIT IS THE PROPERTY LINE Lot 41 PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 0 n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 o °0 °0 °0 O • O EXISTING ATER METER TO REMAIN S_ NI mo— L Lot 42 GRAPHIC SCALE ,o ac ( 111 FEET ) 1 inch = 10 ft. 30' PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 0 0 000 0 O O O O 0000 0000 0 o °o °o °o? P • O�O�O�O�, G G G EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 INSTALL FILTER FABRIC OVER CATCH BASIN OPENING 00 • =-- EXISCING SIDE "SEWER' yC C2 _ S__ }y am. :. . ■ D & CLEARING LIMIT IS THE PROPERTY LINE INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING WATER MAIN FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO ARE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. ARE FABRIC OR EQUIVALENT J. BURY BOTTOM OF FILTER MATERIAL IN 4 "x4" TRENCH 8' MAX. INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 1 24 "MIN \- 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS L 12 "MIN GEOTEXTIL'c FABRIC UNDER QUARRY SPALL (MARAFI 600X OR EQUAL) FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 36 AIR 4 "x4" MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK 4" MIN 2 "x4" WOOD POST-/ ALT: STEEL FENCE POSTS SILT FENCE DETAIL NOT TO SCALE NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CU 'f TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY ARE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE ARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES. ABOVE THE. ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL. BE. STAPLED'. OR WIRED TO THE FENCE, AND. 12 INCHES.. OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR 'MRED DIRECTLY TO THE POSTS WITH ALL OTHER' PROVISIONS OF STANDARD NOTE E APPLYING. 5, THE TRENCH SHALL. BE BACKFILLED WITH NATIVE SOIL. OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. MAINTENANCE:. ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC, 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLNG AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE. CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE FI�CEIVEb CITY D TUEu PERMIT CENTER II a-� 1- O -U vi W Q N H- H O J z co - co W� ` I I 4 44 O 5 Pa W cn ^0'0 �4 y PROJECT NUMBER 00 -007 SHEET 2 OF 2