Loading...
HomeMy WebLinkAboutPermit D2000-019 - DOAK HOMES (Only Plans)GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS- THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. NRI1 (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 Mttl OR EXCEED THE MINIMUM REQUIREMENTS OF THE U.S.C., 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 WAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO SE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SEi'SACKS 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 REQUES I EU BY THE BUILDING OFFICIAL WITHIN HIS /HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND Fl F(TRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. THE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. FROTEC I E) UNDER GAMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE 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 YtORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL HEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEEIG.__ ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST UNE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL_ 2. DO NOT BACKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE SEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BACKFILL MA I EKIAL SHALL BE CLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR S" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF BASEMENT FOUNDATION WALLS PUTH 2 COATS ASPHALTIC EMULSION U.M.O. G. REINFORCING 1. INSTALL REINFORCING PER A.C.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR GONG COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF 7" U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEN FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEN OR EXISTING BASEMENT OR RETAINING WALLS. LUMBER AND FRAMING 1. FRAMING LUMBER: KD. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.IB. OR W.N.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 CONCRE I E SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING KITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER USG 2306.T. 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 NOIEi, USE 1Od NAILS 0 12" O.G. STAGGERED. 5. SOLID BLOCK W/ 2X €9 MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS 0 SUPPORTS. 6. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDL'i AND END. '7. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. S. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS. 9. GLU -LAM BEAMS SHALL BEAR A.I_T_C_ 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 25 -11- B -1 UNLESS NOT ELI OTHERWISE ON FRAMING PLANS OR ON SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS. S. USE CUT WASHERS AT SOL L EU CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F. PLYYVOOD 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 The 3/4" C- D- EXT -APA PLYWOOD WITH EXT. GLUE, P.I. 52/16, GLUE TO JOISTS AND NAIL WITH 1Od 0 6" 0/C EDGES, 1Od 0 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/32" C -D -INT -AEA PLYWOOD WITH EXTERIOR GLUE, P.1. 24/0, NAIL Sd 0 S" 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 5Q. 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',GOVER WITH 1/4' CORROSION RESISTANT WIRE MESH AT CRAWL' SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH CROSS VENTILATION EQUAL. TO 1/150TH OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY BE 1/300TH, 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 > SQ. FT. WHEN LESS, THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.B.G. 2406. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER USG 2406.2. L ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.C., STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. HARM AIR FURNACE OR GA5 H.N. SHALL NOT SE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GA5 APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 25 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 LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECT'S 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. r. f "LV ✓Uw 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 SE LABELED NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH WAG 51 -45 SECTION 402.0 TOILETS: 1.6 GPF(MAX ), SHOWERS: 2.5 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 '70" ABOVE DRAIN INLET. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE A SHOWER SURROUNDS. TILE SHOWERS WITH A. SITE -BUILT PAN SHALL BE F11 I PP AND LEAK TES I EJ 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 FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" TEMPERED, 1/4" LAMINA I ETD AND MEET U.S.G. STANDARDS. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID - RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 3000 IMPACT LOAD. N. TRUSSES 1. PRE- FABRICA I EU TRUSSES. SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINE_^K AND IN ACCORDANCE WITH THE PLAN REQ,REMENTS_ SUBMIT COMPUTE SHOP DRAWINGS KITH ENGINEERS 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 BFI OW TRUSSES SHALL BE SEPARAT tU FROM TRUSS WITH SIMPSON STC FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 0. SKYLIGHTS 1, GLAZING SHALL BE INSULATED, TEMPERED GLASSI'TOP) LAMINA"fU Q GLASS(BOTTOM) ''' +D 1/32" THICK MINIMUM_ 2. PROVIDE A MINIMUM '4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH SIDES_ THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PE R MANUFACTURES INSTRUCTIONS. FINISH AND FLARE WF1 I TO CEILING PER PAS_ P. EMERGENCY EGR.E S 1. EVERY SI FFPING ROOM AND BASEMENT SHALL HAVE AN EXIT DOOR TO THE EXTERIOR OR A MINIMUM OF ONE WINDOW WHICH MEE 15 THE FOLLOWING REQUIREMENTS: MAXIMUM SILL HEIGHT OF 44 ", JET rr CLEAR OPENING AREA OF 5.7 SQ. FT., MINIMUM CLEAR HEIGHT OF 24 ", MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR KNOWLEDGE,. Q. SMOKE DETECTORS 1. SMOKE DE I UCTORS SHALL BE PROVIDED IN EACH SLEEPING ROOM AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOUNTED ON THE CEILING OR WALL CENTRALLY LOCA I EL) IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN STRUCTURES WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE DE I EGTOR SHALL BE INSTA I Fn ON EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PROVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON LONER LEVEL, THEN SMOKE DETECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN 51 FFPING ROOMS. 2. SMOKE DETECTOR IN NEN CONSTRUCTION SHALL BE DIRECT HIRED TO BUILDING POKER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVERGURRENT 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. 5. GARAGE SEPERATION 1. GARAGE/DWFI I ING SEPARATION SHALL CONSIST OF FIRETAPED 5/5" GNB, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DiNELLINGS LIVING, ATTIC AND GRANL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING BCI OR = SHALL USE 2 LAYERS 1/2" GNB TYPE "X". 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES NHEN IN THE GARAGE SHALL ALSO BE WRAPPED( INCLUDING MALLS, 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- 3/S" 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 5/5" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED 54" TO 55" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE 5' -S" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. S. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/5" GINS, TYPE "X" FIRETAPED ON NALL-5 AND SOFFITS. PROVIDE FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND SET-NF-EN 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 LAS 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 3 /0" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSONS 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 INSTALLED AND NAILED WITH (5) 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 50 DESIGNED. 2_ PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AIR. 3_' MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING, TERMINATION HEIGHT ,,,ND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH USG TABLE 31 -S AND 31 =A_ 4. sasmic, ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PER USC 3102.4.3_ 5. CLEARANCE TO COMBUSTIBLE MATERIAL: 2" FROM FIREPLACE_ SMOKE CHAMBER AND CHIMNEY WALLS, S" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL WITH 12" OF OPENING SHALL NOT PROJECT MORE THAN 1 /5" PER INCH OF CLEARANCE' FROM OPENING. b_ HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTIBLE MATERIAL. HEARTH EXTENSIONS SHALL EXTEND 16" FORM THE FRONT OF AND b" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING IS GREATER THAN 6 SQ. 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. Yt. ENERGY NOTES PER 1c1,11 YtSEG 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN HALLS 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. WEATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO MEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, COUNTERFLASHING AND COPING, WHEN OF METAL, SHALL BE NOT < 25 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEF'T AT INSULATED WALLS NIITH W.P. NALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR GRADE_ 4_ INSULATE FLOORS, WALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4 -15 (R -4). 7. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS KITH 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. WATER HEATERS SHALL MEET 1957 NAECA. 11. ELECTRIC HW TANKS IN NON-HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12. HVAC EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 1C INSIDE AIR -TIGHT ASSEMBLY (1/2" GINS BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. X. VENTILATION AND INDOOR AIR G2UALITY PER VIAQ 199 ?, 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMI I I ENTRY OPERATED INTEGRAL EL) FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 CFM 0 .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 BACI<DRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. NOTE: IT IS 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. PLAN A DESIGN LADS CODES UNIFORM BUILDING CODE 19■1 EDITION I AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1991 WASHINGTON STATE ENERGY CODE WAC 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PSF, ATTIC: 15 PSF, STAIRS: 100 PSF DECKS: 40 PSF, BALCONIES SO PSF.GUARDRAILS: 200 PLF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC WIND SPEED: SO MPH, EXPOSURE B (UNO) SOL BEARING CAPACITY ASSUMED AT 2000 PSF WHO) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS 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. S GAL. MATER PER MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE KI RETAINING NALL: 2500 PSI AT 25 DAYS, 5 1/2 SACK CEMENT PER CU/YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5%). l.l�\i tll 1 iU ;�,:x L'A t tv (1 &lib REINFORCING STEEL ASTM A -615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM SEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS METAL CONNECTORS HF 02 HE "STUD GRADE" HF #2 DF E2 DF 01 24F -V3 24F -VS P.T. HF #2 PT. HF #1 OF TUKWILA "SIMPSON" BRAND OR AN IGBO EQUIVALENT M AV -- 5 2000 MASONRY 11 I4:111 CENTER MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STFFI GR. 40 JAMES- ANDERSON DESIGN RESOENTIAL ARCHITECTURE \e,..0'9 PLAN) A CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST..6 " EDMONDS, WA. 98020 115 -6166 PHONE FAX 116 -6166 DATE SHEET ��Llr COPY `--� 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 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-8 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2 -16d 6. Sole plate to joist or blocking, typical face nail L6d 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) o.c. 10. Doubled top plates, typical face nail 16d at 16" (406 mm) o.c. Double top 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 mm) tic_ 13. Top plates, laps and intersections. face nail 2 -16d 14. Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header 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. 1" (25 mm) brace to each stud and plate, face nail 2 -8d 21. 1" x 8" (25 mm x 203 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 comer studs 16d at 24" (610 mm) c.c. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. 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: Sublloor and wall sheathing (to framing): - 3 1 /2" (12.7 mm) and less 4 6d 19 /32"- 3 /4" (15 mm -19 mm) Sd or 6d 7 /8 " -1" (22 mm -25 mm) 4 Sd3 1 -1 (29 mm -32 mm) lOd or 8d Combination subfloor- underlayment (to framing): 3 /4" (19 mm) and less 6d5 7/8 "-1" (22 mm -25 mm) 4 8d5 1 " (29 mm -32 mm) 1Od or 80 27. Panel siding (to framing)2: 6 1 /2" (12.7 mm) or less 6d 5 5 /5" (16m) Sd 28. Fiberboard sheathing:7 8 1 /2" (12.7 mm) No. 11 6�da No. t6 ga-9 25 /32" (20 'mm) No. 11 ga..a No. 16 ga. 29. Interior paneling IG 1 /4" (6.4 mm) S11 3 /g" (9.5 mm) 6d ti CONSTRUCTION A.B. ABV. ALT BD. BLK'G BM CANT. CB. CDR G.J. CL CLR COM COMP CONC. CONT d D.B. DBL DIAM E.E. E.5. EJ^I. EX EXP EXT FIN F.G. F -J. F.F.L. FOB FP FTG GLB GL GR. &WB HD HDR HR HGT. H .L. RN ESM ESP U.G. EWH EBB L.P.O. VTO GPM ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT Ci =DAIR CEILING JOIST CENTERLINE CLEAR COMMON COMPOSITION GONCRt CONTINUOUS PENNY DEADSOLT DOUBLE DIAMETER EACH END EACH SIDE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLA55 /GLAZJNG GRADE GYPSUM WALL-SCARP HOLDO WN HEADER HANDRAIL HEIGHT HEAT LAMP HOT I^IATEER ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING Fl FCTRIC SERVICE METER Ft FCTRIC SERVICE PANEL UNDERGROUND ELECTRIC WALL HEATER Fl FCTRIC BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE SWITCH 3 WAY SYIITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPLIANCE FLOOR OUTLET 22Ov OUTLET WATERPRF OUTLET &FIG OUTLET I INCL. INT LAM LIN MAX MB. MIN INC. NT5 O.A. O.G. O.H. 055 P B.O. PL P.T. PW R RELOC RE O RSS R.O. R.5. 5.C. 5HT 5H SKY SLDG 5W T T -(#) T. B. T.PL TYP TOG UNPIN. U.N.O. V B. V.G. ND W.P. &FIG 50 W.S.L H.B. G.D. G.A.R. ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOOREFI I /CHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEC. BASE BD INCLUDE INTERIOR LAMINA2 tL LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIEN I1y STRAND BOARD PROVIDED BY DINNER PLATE PRESSURE TREATED PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SCUD CORE SHEET SHELF SKYLIGHT SLIDING SHEARYOALL TREAD TIE DOWN ( TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL GRAIN W000 YOIROUGHT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DtIEGTOR WATER SERVICE LINE HOSE SIBP GLEAN OUT GOLD AIR RETURN SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT PULL CHAIN LIGHT GAS METER FLOOR DRAM HOSE BIBB TABLE 23- II.B -1 11 TABLE 23- 11 -B -1- NAILING SCHEDULE 1997 UNIFORM BUILDING CODE 'Common or box nails may be used except where otherwise stated. 2 Nails 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 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3 Common or deformed shank. QCommon. , Deformed shank. , Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. - 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. 8 Corrosion- resistant roofing nails with 7 /t6-incb- diameter (11 mm) head and 1 -inch (38 mm) length for 1 /2 -inch (12.7 mm) sheathing and 1 -inch (44 mm ) length for 25 /32 -inch (20 mm) sheathing to the requirements of Section 2304.3. 9 Corrosion- resistantstaples with nominal ' /t6 -inch (11 mm) crown and I /3 -inch (29 mm) length for 1 /5 -inch (12-7 mm) sheathing and 1 -inch (38 mm) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. 10 Panel 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. Panel 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. : 26Do- D1q CATHY ANDERSON • REGISTERED ARCHITECT L., 330 DAYTON ST. 0 6 • EDMONDS, W0. 98020. T76 -6166 PHONE FAX 116 -6166 RECEIVED CITY OF TUKWILA MAY - 5 2000 ( 'PERMIT CENTER tiq COPYRIGHT © JAD I UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW DATE SHEET kip G POI z.ot--I u 'r,J W I-I1-r i IJ FLOOR TIES/ HOLDONNS SIMPSON U.N.O. 1 020Comfort PERMIT CENTER COPYRIGHT © JAI) 1 1 9'I UNAUTHOR17Fn REPRODUCTION OR USE IS PROHIBf1 UIJ AND PROTECTED EY FEDERAL LAN! JAMES- ANDERSON DESIGN RESIDENTIAL ARCHITECTURE ' kV , 1H - AG 1 , 2 4 . 0d 1 odk117/ Io1-1 rr l CATHY ANDERSON • RE6'ISTERED ARCHITECT 330 DAYTON ST. .6 • EDMONDS, WA. 48020 T76 -6166 PHONE FAX '176 -6766 RECEIVED CITY OF TUKWRA MAY - 5 2000 DATE J -9 -G -,z -77 SHEET STRAP NAILING HOLDOWN STUD ANCHORAGE HOEDOWN ANCHOR BOLTS NOTES -A_ RIZONTAL . ......... .. (-7 CA) M 'f". 4 . e , II *z- - I6- ( ....... .)............ D , —j . 14128 3' / Z Mt n c - z z (I 0 2) • `r 1'2,- Lyo .:i:.•..:. ............ 3 I.1 - 17112 38 - I G .I (2 -Iod 7 ( -1612. 12, 202L ,s-r H T 7 lL , . I/ i'( z1 1- LOCATE HOEDOWN AT EACH END OF SHEARWAl_L 3- EXTEND FDN DOWN AS REM) TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOEDOWN A.S. EMBEDMENT 4- THREADED ROD AND COUPLER AS REM) SHEARWALL SCHEDULE- STUD FRAMING MARK SHEATHING- ON 2X HF U.N.O. NAILING EDGES SLK'D U.N.O. NAILING FIELD SHEAR FLOW NAILING SASE PLATE RIM JOIST SILL PLATE ANCHORS v -7 7/I II e2=-4 I "/ FW ' ele ZI OC' -('oviii,1 't v 1-1e , r , ¢jd e. 12 II I 6d T n . 77,5E -' I ,a I lZIIx id- f I pu s /- I 7 II i I i' IAN e..I-e 4 ° II g7 ,, , 6, C I I I A-.- s -, ,, -d lz° , ,G,, ,I c- G `P.' 7 4 Ga?E e ` 11 , I ` i G 1 f ` °`' J w — I e7 e e I , I (cdG 4n 1. ''! D OS f `Z e I, ii .. `` , ✓ N 9 /1 (0 "P 2% i S efr '.d' Cr." „ %' ' G I L -- -.,'i9 Y-Le -- -1 o e 1 7 / - 6 . 7A II s I5/ '' F ;/ g,1 e-4 I I t94-e It _ • 1- `G l ‘,11 I 0 • L , -, L - ' , o r F--' -) kip G POI z.ot--I u 'r,J W I-I1-r i IJ FLOOR TIES/ HOLDONNS SIMPSON U.N.O. 1 020Comfort PERMIT CENTER COPYRIGHT © JAI) 1 1 9'I UNAUTHOR17Fn REPRODUCTION OR USE IS PROHIBf1 UIJ AND PROTECTED EY FEDERAL LAN! JAMES- ANDERSON DESIGN RESIDENTIAL ARCHITECTURE ' kV , 1H - AG 1 , 2 4 . 0d 1 odk117/ Io1-1 rr l CATHY ANDERSON • RE6'ISTERED ARCHITECT 330 DAYTON ST. .6 • EDMONDS, WA. 48020 T76 -6166 PHONE FAX '176 -6766 RECEIVED CITY OF TUKWRA MAY - 5 2000 DATE J -9 -G -,z -77 SHEET COPYRIGHT © JD 1.1.1 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED FEDERAL LAIN JAMES—ANDERSON r.)E5Itsi R..11752477AL ARCHITECTUftE CATHY ANDERSON * REGISTERED ARCHITECT 330 E AYTON ST..6 • EDMOND'S, YiA. .i8020 T76-6/66 FII-IONE FAX T1b-6 RECEIVED CITY OF TUKWILA MAY - 5 200 PERMIT CENTER . / W4x 1 v 1-4-1----ij 1,LV.91 \ 1 z..- , I . \II e 1 I 1 ! (`I 1 4_ , I I 4"/ IS. .e_622r - 0,4 e. - i 2 .s , ' -. 7 / ri I ,\I c.5 - 7/1 - 7 "2 . . / z..- 4 z 14 - vr-441 "2 . (4) &.,a clf 1-1.0f r r tr---: - - _Lese*,-, 1 1 I ii ! 1 1 !MI II i 1 _ _ --‘,. 1 geT I • O 1 - . .Lgil IL _ 4 _ Ii . , x 11 c, 1-11_14 et. - rot Ax>v *mums/ Az- rx -P' . r 2 IL T r -v 4.604_6- ol.a.r2 Z-4 e- 7— 2->44.2 1r -JAM EZ-Alstr;ER.SON r;EeIGN RESIDEN77AL ARCHITEC7URE 1--1--p. Ni K.,, kiz RECEIVED CITY OF TUKWILA MAY - 5 2004 GAM 1" ANDERSON • REGISTERED AROHITEOT 330 DAYTON ST. EDMONDS, YVA. 98020 T16-6 F'HONE FAX 176-62 PERMIT CENTER COPYRIGHT © J, tSW--/ c1 91 UNAUTHORIZED REPRODUCTION R USE IS PROHIBITED AND PROTECTED BY FEDERAL LAN I DATE 4 1 z- - SHEET 2 A Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in BTUH A. Window,Skylite Sliding 4 Swinging Glass Door Double AAMA tested Double AAMA tested .516 .375 23.74 17.25 230.0 5459.28 B. Opaque Door Wood 1 5/4 w /panels Wood 1 3/4 SG .570 .330 to 1- n�� A inr�� 21.45 SCISSOR TRUSS 4/12 PITCH (R -30) .043 Wood 1 3/5 SG .390 17.8 318.44 Insul. metal w/TB .190 20.0 174.80 Insul. metal w/TB .142 G. Roof /Gelling R -30 .036 1.66 950.0 1573.20 Insulation R -38 .031 1.43 118 14h D. Wall insulation R -13, wood studs .082 3.11 178.0 671.42 above t below grade R -13, wood studs .088 4.05 1643.0 6650.86 2.0 ft. BE_ OW GRADE INTERIOR WALL (R -13) R- 21,wood studs .057 2.62 SLAB (R -10) IN/ TB F. .500 E. Floor Over Unheated R -19 .041 1.89 950.0 1791.70 Space Insulation R- 30.029 1.33 1.0 ft. BELOW GRADE INTERIOR WALL (R -13) .050 F. Slab On Grade Floor R -10 .540 24.84 . Perimeter Insulation 351 351 351 G. Basement Floor None .032 1.47 H. Infiltration Post 1980 .018x.6 AGH 0.50 12704.0 6352.00 GROUP R OCCUPANY PROPOSED UA PROPOSED ASSEMBLIES AREA U X A FLOORS (R -11) .041 950 38.95 FLAT CEILINGS W/ ATTIC, (R -30) .036 FLAT CEILINGS W/ ATTIC (R -38) .031 150 21.45 SCISSOR TRUSS 4/12 PITCH (R -30) .043 5/12 FITCH (R -30) •031 4/12 FITCH (R -38) .040 5/12 FITCH (R -38) .035 CEILINGS VAULTED (24" OG) 2 X 12 VENTED (R -30) .033 GLAZING 516 230 118.7 2 X 4 WALLS STANDARD (R -13) LAPPED WOOD .082 118 14h 2 X 4 WALLS STANDARD (R -13) T1 -11 .088 1643 144.6 DOORS .284 51.75 10.12 SLAB ON GRADE (R -10) f216ID W/ "TS 540 2.0 ft. BE_ OW GRADE INTERIOR WALL (R -13) .064 SLAB (R -10) IN/ TB F. .500 35 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) W/ TB F= .420 . PROPOSED TOTAL TOTAL TARGET UA Tarr.I as nPnc, 11 A. 351 351 351 ✓/ I XG K.6;rE I Xg L1iJr7e+ -roe' 51t7ih1G I I�IGI L ^.∎r sables. 5l L l� II n i I ullti�d�lAl Gt LIMrma 11 !- ":t ra0Y1 51-1Er,U LE 2 3 Ranaia 230.00 118.19 18 WEIGHTED "U" GAS DOORS �I 1 1/- -161 i i i z-1 a SIZE 4/0X4/0 2/0X2/0 4/0 x 3/6 1/614/0 6/0X4/0 6/0X6/10 5/0X4 3/0X3/0 2/0X2/6 3/0X6/8 2/8X6/8 WEIGHTED "U" GAS TYPE SIdg Fixed Sldg Fixed SIdg Patio SIdg Fixed SH In. stl. SC wd WINDOW MANUFACTURER DOOR MANUFACTURER r \---) Z -1P 6Ll1' pr') rLft A AREA 32.00 4.00 14.00 36.00 24.00 41.00 60.00 9 .00 10.00 20.000 17.750 0.53 0.50 0.53 0.50 0.53 0.49 0.53 0.50 0.53 0.19 0.31 31.7E 7 WAWA "UA" 16.16 _gress/ grid 2.00 7.42 18. 12.72 20.01 31.80 4.50 5.50 0. 516 3. 80 6.92 10.72 0. 284 MILGARD MFG EMPIRE O (9 NOTES Grid /obscure (2) grid ( Egress J Safety gi. (1) Egress (2) obscure s - � solid urethane 1 3/5" CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS OWNER: Jo AX 04 s /4/C. PLAN #: 1601 A HEATED FLOOR AREA: 1605 r 61 GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES FLOORS (R -19) CEILINGS W /ATTIC. ( R -30) CEILINGS VAULTED (R -30) GLAZING 15 % OF FLOOR AREA WALLS (R -11) DOORS ( R -2.5) SLAB ON GRADE (R -10) R.1010 2.0 ft. BELOW GRADE 35 ft. BELOW GRADE 1.0 ft. BELOW GRADE TARGET TOTAL �'' ' it RECEIVED CITY OF TUKWILA MAY - 5 2000 PERMIT CENTER 1999 COPYRIGHT 8 REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW .041 .036 .034 .650 .062 .400 .540 .043 .690 .041 .640 .031 .510 AREA 950 150 240.5 1811 31."15 UXA 38.15 34.2 156.5 112.3 15.1 351 (U = .65) JOB #: GROSS WALL AREA: INTERIOR WALL (R -11) SLAB (R -10) F. INTERIOR WALL (R -11) SLAB (R -10) F. INTERIOR WALL (R -11) SLAB (R -10) F. EQUIPMENT SIZING FORM Design Heating Load DHL-:.(heated floor area) 1605 Minimum Required Equipment Size = DHL x 1.0 Maximum Required Equipment Size = DHL x 2 Proposed Equipment Size (Output) r1AME5- AN17ER5ON DESIGN RES/DEN77AL. ARCHITECTURE 1 4 - 0 b - 1 I4- ,AEG A I l,Da CATHY ANDERSON • REGISTERED ARCHITECT 330 DAY FON ST. #6 • EDMONDS, FA. 93020 116 -6766 PHONE FAX 776 -6166 2081 14.33 22191.70 45953.39 25000.00 22991.70 2, C) 1 COPYRIGHT © JAD 1.1q.1 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAIN , j, ..■■•■• l't ' JAMES-ANDERSON DESIGN RESIDENTIAL. ARCHITECTURE 1-16t—t2 A1,6 1 ep1' CAT 'Y ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. *6 • EDMONDS, WA. 93020 116-6166 PHONE FAX 1 RECEIVED cm OF TUKWILA MAY - PERMIT CENTERI / DATE 1 - 5HEET I NTE GRATE D VENTILATION N 'FRESH Ala INTAKE KA NALFLA KT WHOLE -IouSE aziAl1-l6 FAN INTAKE I cW6 z�rr,�ty Izo crag @ z5 Ny 0-1,9 INTAKE _ f- �aEE -RONIC DAMPR VGirr 4q " 24 HA TIMER --- i 10 WRH cN/ SWITCH L e0 �p C SUPPLY AIR 'I a MANUAL AIRFLOW ADJUSTI,+EMT DAMPER 2x, 8 '- IVG r�!X �o% H • H. I G f Gx 4-A6 P. ( 1f7) R -a EXHAUST FAN= TERMINATION VENT g R - URN AIR• STALE, MOIST E HAu5T AIR J� Off' EEE NE-AL / r t) 2., ict cLAB 019 G--st4e — d)(.046 & -P S-4;64 Dam i AP 6 IV V !L UAc.pr i )1" -hI) ..5Dtrk -eyl d� n ef- &"e).C..(-11-10 i• i ors HR t- I I I t-t WI-1:46.11-1P) 7 � 8ds Ce t o � / IZ °o�net 6. I � etZ" h I1—I �1JU i /, { , Illc1,c'✓ '( D r- L- x4 ' I -tc 149°O;6. iz- I3II.l I P7iH 2x4. P-' \ y / l, I Z "xv'x3�j�" �(,t3 i NAIL I(ztc 13 LIi ri p 1.1 r // 10 MIS ��; '- Jt2 f� I ►� r .. I r,1�i • TE II h-e7 r • IN IN4JI- 2/4- rt„,4141-4r1,14.go w Io - I nc - =� 4 L , 0 1 L-- zd 4 1 u Cwti S /qn 4 to r; 944 & - 1Lot,x y t .AlviES- ANIVERS®N DESIGN RE5IDEN77AL ARGNITEG7URE 004 41b0- ( !JIG f cr 1,(0 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. #6 • EDMONDS, NIA. 98020 716 -6166 PHOI` = FAX 716 -6166 4 t I 15quep RECEIVED CITY OF TUKWILA :1 MAY 5 N .` PERMTCE REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 8' NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 24° O.C. #4 e 24' 0.C, 4' TO < 6' #4 e 18' 0,C. #4 e 18' D.C. 6' TO < 8' #4 e 16° D.C. #4 Q 10' O.C. > 8 ' ENGINEER'S DESIGN REQ'D I NTE GRATE D VENTILATION N 'FRESH Ala INTAKE KA NALFLA KT WHOLE -IouSE aziAl1-l6 FAN INTAKE I cW6 z�rr,�ty Izo crag @ z5 Ny 0-1,9 INTAKE _ f- �aEE -RONIC DAMPR VGirr 4q " 24 HA TIMER --- i 10 WRH cN/ SWITCH L e0 �p C SUPPLY AIR 'I a MANUAL AIRFLOW ADJUSTI,+EMT DAMPER 2x, 8 '- IVG r�!X �o% H • H. I G f Gx 4-A6 P. ( 1f7) R -a EXHAUST FAN= TERMINATION VENT g R - URN AIR• STALE, MOIST E HAu5T AIR J� Off' EEE NE-AL / r t) 2., ict cLAB 019 G--st4e — d)(.046 & -P S-4;64 Dam i AP 6 IV V !L UAc.pr i )1" -hI) ..5Dtrk -eyl d� n ef- &"e).C..(-11-10 i• i ors HR t- I I I t-t WI-1:46.11-1P) 7 � 8ds Ce t o � / IZ °o�net 6. I � etZ" h I1—I �1JU i /, { , Illc1,c'✓ '( D r- L- x4 ' I -tc 149°O;6. iz- I3II.l I P7iH 2x4. P-' \ y / l, I Z "xv'x3�j�" �(,t3 i NAIL I(ztc 13 LIi ri p 1.1 r // 10 MIS ��; '- Jt2 f� I ►� r .. I r,1�i • TE II h-e7 r • IN IN4JI- 2/4- rt„,4141-4r1,14.go w Io - I nc - =� 4 L , 0 1 L-- zd 4 1 u Cwti S /qn 4 to r; 944 & - 1Lot,x y t .AlviES- ANIVERS®N DESIGN RE5IDEN77AL ARGNITEG7URE 004 41b0- ( !JIG f cr 1,(0 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. #6 • EDMONDS, NIA. 98020 716 -6166 PHOI` = FAX 716 -6166 4 t I 15quep RECEIVED CITY OF TUKWILA :1 MAY 5 N .` PERMTCE LOT LOT 40 LOT 41 LOT 42 AREA ROOF AREA DRIVE Sc 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. 017900 -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 3 0 Lot 40 20' -0" — PROPOSED GARAGE F.F. 101.9 43RD AVENUE EXISTING Lot 41 20' -0" — PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 Lo Hb 4 — 20' 0" — PROPOSED RESIDENCE F.F. 102.5 4" PVC TIGHTLINE SLOPE-2.00% MIN. INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS W 55 W \3 EXISTING GAS LINE EXISTING SANITARY SEWER 'G 0 NW 1/4, SECTION 10, T23N, R4E, W.M. CLEARING LIMIT IS THE PROPERTY LINE EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "0I): 97.90 G 1 G G ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV. = 100.00 PROPOSED GAS SERVICE LINE PROPOSED SIDE SEWER PROPOSED SIDE SEWER EASMENT TYPE 1 CATCH BASIN (TYP) VANED CRATE: 101.50 IS: 97.50 48" DIAMETER DRY WELL PER DETAIL INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS /— EXISTING FIRE HYDRANT EXIS.TING,UTILITY POLE GRAPHIC SCALE 1c zo (IN FEET ) 1 inch = 10 It.. EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING WATER MAIN SLOPE =2.00% MIN z RODF DOWNSPOUT . _O= ERFLOW FLOW 1/4' MESH SCREEN ON PIPE INLET 4' PVC ELBOW\ J TYPE 1 CATCH BASIN WITH VANED ORATE INSTALL 24' - #4 RERAN AT CENTER OF DRYWELL FOR FUTURE LOCATION \ 4' PVC S =270% 12'MIN, DRY WELL DETAIL SCALE: 1"--2" RECORDS OF KING COUNTY, WASHINGTON. H 48 " DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEvvAY AREAS FROM EACH LOT WILL COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC TEE TO A DRYWELL. 2. TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELL S 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. 8" MAX. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL 12' MIN, ABOVE SEASONAL WATER TABLE DR RESTRICTIVE LAYER SE CAVI 040 AQR 1 CORRECION LTR# fort he adequacy of ere designer. Additions, drawings after this and will require a for sub ecuent b2000-019 Final acesptance is subject to field inspection the Public Works utilities inspector. Date: 4 g 6y: LEGAL DESCRIPTION: These ns have been reviewed by the Pa141 LOTS 40, 41 AND 42, BLOCK 1, HILLMANS MEADOW GARDENS ADDITION DIVISION o Department for conformance with cuRe ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 63, omissions a which do r ahthonl ubject a ted standards orordhgnceaejtieresponsibil r s totzlIy with tl Or revioi:, !o the void thi3.CCeptan Of revierd drawin! w21 ECEWWED APR 17 "z000 PUB LA HER; a 10111'; PERMIT CENTER 0 H F- 0 J rui LiJ d d' H- O J N N 0 0 I I 0 0 0 0 00 N N 0 0 0 z z J J L_ U Cd co C co rn co k o � � I ohm Ott a; ` ; O 0 PROJECT NUMBER 00 -007 SHEET 1 OF 2 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 aird 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. 0 CLEARING LIMIT IS THE PROPERTY LINE W W Lot 40 L G EXISTING GAS LINE ELEVATION DATUM: ASSUMED BENCH MARK: CATCH BASIN GRATE EAST OF LOT 42, ELEV.= 100.00 30' PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 ° o o o O 0 0 00 O ° O ° O ° O ° O O O 0 0000 0000 0000 0000 0000 0000 O_O_0 43RD AVENUE S. A • • • •;•_. w _• °• • • •�� L_ EXISTING SANITARY SEWER 3 10 CLEARING LIMIT IS THE PROPERTY LINE GRAPHIC SCALE :a ( IN FEET )� 1 inch = 10 ft 30' Lot 41 Lot 42 PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 0�0 ° p ° p < O o O O O 0 O 0 0 0 0 < 0O0O0o0o< 0 0 00 ° O °00000 ' EXISTING ATER METER '- TO.REMAIN °o PROPOSED RESIDENCE F.F. 102.5 PROPOSED GARAGE F.F. 101.9 o,o ° ° o �0 O ° O ° O ° O ° 0 O ° 0 0 0 0 00000000 � 0 0 0 0 °o . • EXISTING DE "SEWER '1 • 5: G G G EXISTING CATCH BASIN VANED GRATE: 100.00 IE(12 "DI): 97.90 INSTALL FILTER FABRIC OVER CATCH BASIN OPENING w EXISTING 12" D.I. r-- STORM DRAIN <,t j FLOWING NORTH � 1 � LL CLEARING LIMIT IS THE ,i i PROPERTY LINE EXISTING WATER MAIN FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT 1 24 "MIN 36 "MIN BURY BOTTOM OF nLTER MATERIAL IN 4 "x4" TRENCH I 12 "MIN 6' MAX. 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL c "; NOT TO SCALE / GEOTEXTILE FABRIC UNDER QUARRY SPALL (MARAFI 6000 OR EQUAL) FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 4 "x4" MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK 4" MIN —1 2 "x4" WOOD POST —/ ALT: STEEL FENCE POSTS NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 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 WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE 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. 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 WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. 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 DE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOC:GED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH :S 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. SILT FENCE DETAIL 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 6" 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 TIRES 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 SETTLING 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 RECE DED CITY OF TUKWIEA :111111) 1 4 hill': PERMIT CENTER Cip N d� d d' H- W 1 0 O OO vi !j s5 > > Q Q r� a 0 ro • N N F-i N N N (NOV 0 00 z 0 ▪ 0 0 0 CID a .08 a O „,000 J J J cD 0 Ce PROJECT NUMBER 00 -007 SHEET 2 OF 2