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HomeMy WebLinkAboutPermit D2000-028 - 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_ WRI I 1 EN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIENS. 5, ALL WORKMANSHIP, MATERIALS AND INSTAL I FD PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE UB.C., W.S E.G., NEC... .. 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 BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS 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. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND Fl FETRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED 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 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 Y`1ORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL SEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEED,., . ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL SEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BACKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE SEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BACKFILL MAT EKIAL SHALL BE CLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. B. CONCRETE 1. CENTER ALL POST UNLESS GS UN S NOTED AND N PROVIDE 1" PLINTHS AT SLABS OR S" PLINTHS AT EXPOSED EARTH ( 6" IF POST 15 PRESSURE TREATED). PR OVIDE 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 GONG COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF Ti" U.N.D., 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 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.C.L_IB. OR W.W.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 CONCRETE SHALL BE PRESSURE TREA I U) WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL SE 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 USC 2306.7. 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. UNI FNS NO I EU, USE 1Od NAILS 0 12" O.G. STAGGERED. 5. SOLO BLOCK W/ 2X 6 MIDPOINT OF STUDS OVER 10 FEET, BELOW SEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAF I EMS 0 SUPPORTS. 6. WOOD EN I EKING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 7. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 6. 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 23 -11- B -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. PLYYVOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND SEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PER USG TABLE 25- 11-B-1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE T4G 5/4" C- D- EXT -APA PLYWOOD WITH EXT. GLUE, P.1. 32/16, GLUE TO JOISTS AND NAIL FllTH 10d 0 6" 0/C EDGES, 10d 0 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/32" C- D- INT -APA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0, NAIL Sd ® 6" 0/C EDGES, Sd 0 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 ATT1G SPACES WITH CROSS VENTILATION' EQUAL TO 1 /150TH OF THE ATTIC ARE A(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. S. PROVIDE, AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 50" MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND WEATHER - STRIP. 4. PROVIDE 13" 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" ARO OF CLOSED DOOR, GLAZED AREAS > 9 SQ. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.S.G. 2406. SAFETY GLAZING IS REQUIRED TO BE PERMANENTLY MARKED PER USG 2406.2. 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.W. 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 16" HIGH PLATFORM. 3. AIR DUCTS PENETRATING 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 L055 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.. r L.ui itiiiry 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 USE AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH WAG 51 -46 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 WA I ERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A. SITE -BUILT PAN SHALL BE FRI I FD AND LEAK TES I ED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL SE FULLY TEMPERED OR LAMINA I ED SAFETY GLASS, MINIMUM THICKNESS = 1 /3" TEMPERED, 1/4" LAMINA I Eli AND MEET UB.C. STANDARDS. 2. FLOOR TILES AT SHOWERS AND NET AREAS SHALL BE SKID - RESISTANT. 5. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300# IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSER. SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL_ ENGINEER AND IN ACCORDANCE WITH THE PLAN RE T7UIREMENTS_ 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_ 5. 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 SEPARATE' FROM TRUSS WITH SIMPSON STC FASTENERS. 4. TRUSSES SHALL SE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS_ 0 SKYLIGHTS' 1_ GLAZING SHALL', SE INSULATED, TEMPERED GLASS(TOP), LAMINA ,!ED GLASS(BOTTOM) AND 7/52" THICK MINIMUM. 2 PROVIDE A MININIUM 4" CURS, FLASHED AND COUNTER FLASHED AT TOP AND SOT TE"Ei AND STEP FLASH SIDES. THE UNIT SHALL HAVF A CONDENSATION GUTTER AT THE LONER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE WELL TO !E:UNG PER PLANS. P. EMERGENCY' EGRESS 1. EVERY SLEEPING. ROOM AND BASEMENT SHALL HAVE AN EXIT DOOR TO THE EXTERIOR OR A MINIMUM OF ONE WINDOW WHICH MEETS THE FOLLOWING REQUIREMENTS: MAXIMUM SILL HEIGHT OF 44", NET 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,. a SMOKE DETECTORS 1. SMOKE DETECTORS SHALL BE PROVIDED IN EACH SLEEPING ROOM AND SHALL SE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOUN I EL) ON THE CEILING OR WALL CENTRALLY THE CORRIDOR TROLLY LCiGA l ED IN TH OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN STRUCTURES WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE DETECTOR SHALL BE INSTALLED OE EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PROVIDE SMOKE DL I ECTORS ON UPPER LEVEL, UNLSS SLEEPING- ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE DE a ECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DE I ECTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DETECTOR IN NEW 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 0 54" -66" OFF FLOOR AT UNGLAZED ENTRY DOORS_ 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. 5. GARAGE SEPERATION 1. GARAGE/DWELLING SEPERATION SHALL CONSIST OF FIRETAPED 5 /3" 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 USE 2 LAYERS 1/2" GINS TYPE "X'. 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE WRAPPED( 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- 3/S" SOLID CORE, TIGHT FITTNG AND SELF - CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF 6" MAXIMUM, MINIMUM TREAD LENGTH OF S" AND A 5 /0" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL SE PLACED 54" TO 38" 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 6' -6" 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. 6. Et CLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/3" 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 SEAR 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 3 /3" 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.AB.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 /0" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED 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 INSIGHT OTHER THAN ITS OWN UNLESS SO DESIGNED. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AIR_ 3. MAXIMUM TEMPERATURES, FU)ELINING, FLUE SIZING TERMINATION 'HEIGHT AND CLEARANCES TO COMBUSTIBLE-5 SHALL COMPLY WITH UBG TABLE 31-B AND 31 =A_ 4_ SEISMIC 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 1/3" PER INCH OF CLEARANCE FROM OPENING. 6. HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTIBLE MA I EKIAL. HEARTH EXTENSIONS SHALL EXTEND 16" FORM THE FRONT OF AND BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREA I r'< 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. IN. ENERGY NOTES PER 199 7 "SEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN MALLS 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 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 W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE b 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 -16 (R -4). 7. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS WITH R -10 RIGID INSULATION. S. INSULATE HOT WATER PIPES PER TABLE 4 -11. 9. PROVIDE 2.5G.P.M. FLOW RESTRICTORS AT SHOWERS. 10. WATER HEATERS SHALL MEET 1951 NAECA. 11. ELECTRIC HIN 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" GWB BOX). 14. EXTEND MIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. - RE x. VENTILATION AND INDOOR AIR QUALITY FER VIAQ 199'7. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMI I I ENTLY OPERATED INTEGRA 1 Et., FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POI'IDER ROOMS SHALL HAVE MINIMUM 50 CFM B .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM 0 .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO SE INSULATED TO R -4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A SACKDRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 5.3 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. DESIGN LOADS CODES eijo,J A UNIFORM BUILDING CODE 1997 EDITION a AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1997 WASHINGTON STATE ENERGY CODE MAC 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PEP, ATTIC: 15 PEP, STAIRS: 100 PSF DECKS: 40 ESE, BALCONIES 60 PSF.GUARDRAILS: 20# PLF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC WIND 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 60 PCP EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 POE 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 ENTRA t S %). O1 REINFORCING STEEL `k'° ? ' ° " q ,- cy,T.4G, D. \fi`3 BTR(PT ASTM A -615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS HE 42`rt6 CONC) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS METAL CONNECTORS HE "STUD GRADE" HF #2 DF #2 DF #1 24F -V3 24F -VS P.T. HF #2 P.T. HE #1 RECEIVED "SIMPSON" BRAND OR AN CEO EQUIVALENTCITYOFTUKWILA MASONRY MAY '- 2OQ0 MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SATtr9'rgerfgr SR. 40 JAMES - ANDERSON PESIGN RE5/DENTIAL ARCHITECTURE C� =' PL,A tJ A CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. tt6 • EDMONDS, NA, 18020 116 -6166 PHONE FAX T16 -6766 FILE- C IP..:/ CONNECTION NAILING' 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 - 5. 2" (51 nun) subfloor to joist or girder, blind and face nail 2 - 16d 6. Sole plate to joist or blocking, typical face nail t6d at 16" (406 mm) o.c. Sole plate to joist or blocking, at braced wall panels - 3 -I6d per 16" (406 mm) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate 4-8d, toenail or 2 -I6d, end nail 9. Double studs, face nail . 16d at 24" (610 nun) o.c. 10. Doubled top plates, typical face nail I6d at 16" (406 mm) o.c. Double top plates, lap splice 3 -16d I1. Blocking between joists or rafters to top plate, toenail 3 -8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.c 13. Top plates, laps and intersections face nail - 2 -16d 14. Continuous header, two pieces I6d at 16" (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3 -16d 18, Ceiling joists to parallel rafters, face nail 3- 6d 19. Rafter to plate, toenail 3 -8d 20. 1" (25 min) 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) o.c. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. 21 top and bottom and staggered 2 -204 at ends and at each splice 2 25. 2" (Si mm) planks -16d at each bearing 26. Wood structural panels and particleboard:z Subfloor and wall sheathing (to framing): 3 t12" (12.7 mm) and less 6d4 d 19 /32 ,3 4" (15 mm -19 mm) 8 or 6,1 7 /8"-1" (22 mm -25 mm) 8d3 1t /8 "-1 (29 mm -32 mm) 104 or 8d Combination subfloor- underlayment (to framing): . 3 /4" (19 min and less 645 7 /8"-1" (22 m m -25 mm 8d5 11 /8 " -1 t /4 "' (29 mm -32 mm) 104 or 8d 27. Panel siding (to framing)z: 6 1 /2" (12.7 mm) or less '., 5 d 6 3 /8" (16 mm) I 8d 28. Fiberboard sheathing:? g 1 /2" 12.7 mot) No.11 644 No. l6 15/35" (20 mm) No. 11 se No. 16 ga. 29. Interior paneling 70 1 /4" (6.4 mm) 4d tt 3 /8" (9.5 mm) 6d ABBREVIATIONS /GENERAL CONSTRUCTION A.S. ABV. ALT BD. SLK'G BM CANT. G.B. GDR G.J. GL GLR COM COMP GONG CONT D.B. DEL DIAM E.E. E.S. EM. 52< EXP EXT FIN F.G. F.J. F.F.L. FOE FP FTC, L5 GL GR GWB HD HDR HR HGT. H.L. HW ABBREV IATIONS/ELEGTRICAL/MEGHAN ICAL/ LIGHTING ESM ESP U.G. EWH EBB L.P.D. VTO GFM ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS ANCHOR BOLT ABOVE AL I NATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT CEDAR CEILING JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRE I E CONTINUOUS PENNY DEADBOLT 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 GLASS /GLAZING GRADE GYPSUM WALLBOARD HOLDOWN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER Ft FCTRIG SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND ELECTRIC WALL HEATER FI FGTRIG BASEBOARD LOCATE PER GINNER VENT TO OUTSIDE CUBIC FEET PER MINUTE SWITCH 3 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPLIANCE FLOOR OUTLET 2.20v OUTLET lNATERPRF OUTLET GFIG OUTLET INCL. INT LAM LIN MAX MB. MIN INC. NTS O.A. O.G. O.H. O5B PESO. PL P.T. FY`I R RELOG REQ'D 555 R.G. R.5. 5.0. 5HT 5H SKY SLDG SW T T -09 T. E. T.PL TYP T4G UNFIN. U.N.O. V.B. V .G. WD W.P. GFIG SD W.S.1- H.B. G.O. GAR. ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK P0058) I I /CHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEC. BASE ED INCLUDE INTERIOR LAMINATED LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVI5RALL ON CENTER OVERHANG ORIEN I Ell STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREA I ti.) PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEARWALL TREAD TIE DOWN ( TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NO I ty OTHERWISE VAPOR BARRIER VERTICAL GRAIN WOOD WROUGHT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DE I EGTOR WATER SERVICE UNE HOSE BISB CLEAN OUT COLD AIR RETURN 1-c3 erJ SURFACE LIGHT WALL MINT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT PULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBB TABLE 23- t1-B -1 TABLE 23- 11 -B -1- NAILING SCHEDULE 1997 UNIFORM BUILDING CODE 1 Common or box nails may be used except where otherwise slated. 5 Nails spaced a16 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate _.:; 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 23I533 and 2315.4. Nails for wall sheathing may be common, box or casing. 3 Common or deformed shank. 4 Common.'. 'Deformed shank. , Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. - 'Fasteners spaced 3 inches (76 mm) can center at exterior edges and 6 inches (152 mm) on center at intermediate supports. 'Corrosion- resistant rooting nails with 7 /t6- inch - diameter (11 mm) head and 1 -inch (38 min) length for 1 /2 -inch (12-7 mm) sheathing and 1 -inch (44 mm ) length for 25 /32 -inch (20 mm) sheathing_coeformine to the requirements of Section 2304.3. 'Corrosion- resistant staples with nominal ' /t6 - inch. (1I mm) crown and 1 -inch (29 mm) length for 1 12 -inch (12.7 mm) sheathing and 1 (38 mm) length for 2 . 5 /32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. 1 tPanel 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. D Luu so 0 Mia` \ J7 RECEIVED CITY OF TUKWIL A MAY - 5 200fl I t t 9 PERMIT CENTER COPYRIGHT © JAD 1 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED SY FEDERAL. LAIN .LAM - ANDERSON DESIGN RE5 /VEN7W ARCHITECTURE - 1.---1--oc-tt n CATHY ANDERSON • REVISTERED ARCHITECT 350 DAYTON ST. e6 • EDMONDS, INA. 58020. T7b -6166 PHONE . FAX T76 -6T66 DATE SHEET FLOOR TIES/ HOEDOWNS SIMPSON U.N.O. ' 1 7d, STRAP NAILING HOLDOWN STUD ANCHORAGE HOLDOM ANCHOR BOLTS NOTES 1- LOCATE HOLDOINN AT EACH END OF SHEARNALL 5- EXTEND FDN DOWN AS RED TO 2- CRIPPLE MALL CONSTRUCTION SAME AS ABOVE RECEIVE HOLDOINN A.B. EMBEDMENT 4- THREAD ROD AND COUF'LEIR. AS REOT) SHEARNtALL SCHEDULE- STUD FRAMING MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES BLK'D u .N.0 . NAILING FIELD SHEAR FLOW NAILING BASE -- 1EiVIS PLATE RIM JOIST SILL PLATE ANCHORS RECEIVED CITY oR Twang% MAY - 5 2000 PERMIT CENTER COPYRIGHT © -IAD TESEF I 1 vi UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAIN JAMES-ANr DEBIGN RESIDE1 ARCHITECTURE CATHY ANDERSON • RESiSTEREO ARCHITECT 330 DAYTON ST. #6 • EDMONDS, INA 98020 T76-6•166 PHONE FAX 116-6166 COOK, COPYRIGHT © JAD UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAN JAM es-ANDER50N DESIGN R=0477AL ARCHITECTURE CATHY ANDERSON • RESISTERED PRCHITECLT 550 DAYTON ST, .6 • EDMONDS, /NA. 48020 176-6166 PHONE FAX 776-6166 RECEIVED ony OF TUKWRA MA'( 5 MA PERMIT CENTER NiimmommrArmalls' ---- • I 44=' ti 1 [4'e' vr-wr . U ir I 1 II i & le ,C2-e I , II III (4) , arlt 4-r 0 1 .,.., ....„,,, I Ii ' II il - . 11M 1 IMIIIMIll III < \ 1111111INIII 111L \ 0 1 ..‘:` I")-1- — — - f,....--- —4-------,-- I t L \ , I .I ; t°--7 1 1 N. \ \ 1 --wr --) , i 1 0* ,‹ 1 I 'A V, - f - -I 1 \i ,.. 11 ■ 4 - q NI ...u, --r • 1? L-F-474-eir--- ...e-ar /0 7P -S 27111ij e " r41.-T7 1 I 0 1.111 11 I (.47 11 ....1.... = .1 0 111111111A 0 / Mill MEI I II 1-4,64:1 J r. --re_4- 74' .0-c.--. 111 I Ixi; -,7 1 ..-- I 4(4 • ` 10 a.G Or 4el. P-4 t / I --- - -\ I c r 1 !: ( '-- - I I 1 /e , 11 1/1 &G -af i & le ,C2-e I , , , 4 D 1,1, ,1 ,1 4 ' 61 1 1 "V -,1 NI ,, "V‘ < 1 ( 4 - I — — - f,....--- —4-------,-- 111 11 ; Il 1 , .,c \ 1 --wr --) , i 1 0* ,‹ 1 I 'A V, - f - -I 1 \i ,.. 11 ■ 4 - q NI ...u, --r , I (..- ,*3 4 1? L-F-474-eir--- ...e-ar /0 7P -S 27111ij e " r41.-T7 1 eS (,.....)/ t -ra e,or-f3w_44. <62 41 t7e-4-t., 1 ,„, 1271 r AO V 1)2_, (300°02 a -7-rn 42- 2-4 - 1 2, 11 1 4 RECEIVED CITY OF TUKWILA MAY 5 MI PERMIT 0MM COPYRIGHT JAD c1 9/ UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW es-Aiwessom E M SM E IDENTIAL ARCHITECTURE. • 17o,Ay-- r\-6, sy-v. A . 1 &, 9 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON Si ccE, • EDMONDS, Y cI80:20 n&-6766 PHONE FAX T76-6,166 GROUP R. OCGUPANY PROPOSED UA PROPOSED ASSEMBLIES U" AREA U X A FLOORS (R -19) .041 950 38.9' FLAT CEILINGS NV ATTIC (R -30) .036 545925 Sliding 4 Swinging FLAT CEILINGS W/ ATTIC (R -38) .031 950 29.45 • SCISSOR TRUSS 4/12 PITCH (R -30) •043 5/12 PITCH (R -30) .03 B. Opaque Door 4/12 FITCH (R -38) .040 26.22 5/12 PITCH (R -38) .035 YVood 1 3/4 5G .330 CEILINGS VAULTED (24" 00) 2 X 12 VENTED (R -30) .033 GLAZING .516 230 118.7 2 X' 4 WALLS STANDARD (R -13) LAPPED NOW .082 118 14.6 2 X 4 WALLS STANDARD (R -13) T1 -11 .085, 1543 144.6 DOORS .2841 37.75 10.12 SLAB ON GRADE (R -10) RIGID W/ iii .540' R -30 .036 2.0 ft. BELOW GRADE INTERIOR WALL (R -13) .064 1573.20 Insulation SLAB (R -10) N/ TB' F= .600' 1.43 5.5 ft. BELOW GRADE INTERIOR WALL (R -13) .05S R -13, wood studs .052 SLAB (R -10) WI TB F= .570 671.42 above i below grade 1.0 ft. .BELOW GRADE INTER.IOR WALL (R -15) .050 4.05 1643.0 SLAB (R -10) W/ TB F= .420 R- 21,wood studs .057 - PROPOSED TOTAL TOTAL TARGET UA TnTAI_ PROPOSED UA 357 557 Mini BuIlding Component Description U or F Value Heat Loss Factor Component Footage Heat loss in BTUH A. Yllndow,5kylite Double AAMA tested .516 23:74 230.0 545925 Sliding 4 Swinging Double AAMA tested .375 17.25 Glass Door B. Opaque Door Yvood 1 3/4 w /panels .570 26.22 YVood 1 3/4 5G .330 15.15 Wood 1 3/8 5C .390 17.94 17.8 318.44 Insul. metal w/TB .190 8.74 20.0 174.50 Insul. metal w/TB .142 6.53 C. Roof /Gelling R -30 .036 1.66 950.0 1573.20 Insulation R -3S .031 1.43 D. Nall Insulation R -13, wood studs .052 3.77 175.0 671.42 above i below grade R -13, wood studs .088 4.05 1643.0 6650.56 R- 21,wood studs .057 2.62 E. Floor Over Unheated R -19 .041 1.59 950.0 1791:70 Space Insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.84 Perimeter Insulation G. Basement Floor None .032 1.47 H. Infiltration Post 1980 .018x.6 AGH 0.50 12704.0 6352.00 °a Design Heating Load \ DHL:- (heated floor area) 1605 22991.70 14.33 cA Minimum Required Equipment Size = DHL x 1.0 ' 22991.70 ' Maximum Required Equipment Size = DHL x 2 45983.39 Proposed Equipment Size (Output) 25000.00 Zx l 0 36.00 24.00 230.00 18.00 12.12 20.09 4/0 x 3/6 1/6X4/0 6/0X6/10 5/0X4/0 3/0X3/0 Fixed SIdg Patio Sldg Fixed 41.00 10.00 - ress Safety lZ II..., 4 Io" d IS I I > t G 6•�•E I xg IJN - for j_,447 5 i b I I-1G Xfv 5 1 l7 11 4 4 .! AMMO LIE b' N I i .►tag AlfM G/ Li I Wl�tt�0 SGHEZ7ULE 2 1 6 WEIGHTED "U" GAS DOORS SIZE 4/0/4/0 2/0X2/0 6/0X4/0 3/0X6/8 2/8X6/8 TYPE SIdg Fixed Sldg In. stl Sc. wd EIGHTED "U " W GAS WINDOW MANUFACTURER DOOR MANUFACTURER 4,1/-rp- ') ; -rl-i �IL� -ice /21 f- o f NI A OWNER: 3 6AX !1O4 5 /9/C FLAN #: 1609 A 32.00 0.53 16..16 E•ress/ grid HEATED FLOOR AREA: 1605 4.00 0.50 2.00 6i °id /obcure % 14.00 0.53 7.42 J AREA 20.000 1"1.150 0.19 0.39 "UA" 0. 516 3.80 Solid urethane 0. 284 6.92 13/5" MILGARD MFG EMPIRE NOTES (2) grid(t)41), ( GROUP R OCCUPANCY TARGET UA j TARGET ASSEMBLIES FLOORS ( R -19) CEILINGS 1A1 /ATTIC ( R -30) CEILINGS VAULTED (R -30) GLAZING 15 % OF FLOOR AREA (U = .65) WALLS (R - 19) DOORS ( R -2.5) SLAB ON GRADE (R -10) RIGID 2.0 ft. BELOW GRADE D2000 Oz'8 �;:• ;;, f; 3.5 ft. BELOW GRADE 10 ft. BELOW GRADE TARGET TOTAL CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS RECEIVED cry OF TUKWILA MAY 5 2000 PERMIT CENTER 999 COPYRIGHT © REPRODUCTION OR USE I5 PROHIBITED AND PROTECTED BY FEDERAL LAW JOB #: GROSS WALL AREA: .041 .036 .034 .850 .062 .400 .540 .043 .690 .041 .640 .031 .570 AREA 950 950 240.8 1811 3"1.75 UXA 35.95 34.2 156.5 112.3 15.1 351 INTERIOR WALL (R -19) SLAB (R -10) F= INTERIOR WALL (R -19) SLAB (R -10) F= INTERIOR WALL (R -19) SLAB (R -10) F= EQUIPMENT SIZING FORM JAMES - ANDERSON DESIGN R ID =W7A/_ ARCHITECTURE t -K- Nis i A,-A6 A 1 &6 CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. #6 • EDMONDS, A. 98020 716 -6166 PHONE FAX 716 -3766 2089 SHEET Ig 44 = tr: • i • • I ; • Fe- • _60E-412 COPYRIGHT © JAD 1919 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAIN JAM ES—ASIVER5ON CEZ I G1 RESIDEN77AL ARCHITECTURE t_ Ifr NI . CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. Ste, • EDMONDS, INA. 98020 716-6166 PHONE FAX 776-6166 RECEIVED CITY OF TUKWILA MAY 2000 PERMIT CENTER. DATE SHEET rRESH Ala )k INTAKE KA NALFL.A K I` WHOLE HOUSE Ewa... T. — FAN INTAKE • l @•ZS V (r YC S0R-yE7 rNLTKE Van" YE / o XI' SUPPLY AIR Ea -taus Dui ba WRAP R :• u 241- TIME WITH CN /OFT SWITCH v °� uU _= 6c MANUAL AIRFLOW Awusrn+EUr DAMPER -aEE TRCINIC DAMPER (01e--4- r7t (-° _ZXG 1rF r2 , I ' I 4 ' 3 Ham, . Y ' H x I G' I r _ 4A6 p. (0-4-- / 9 R -d T >2 STALE, Mo IST EXHAUST AI 6C EXHAUST FAN= TERMINATION VENT Q RETURN AIR. AIR 7 NTEEGRAT ED V JTILATION ZalA; 9-=1 METAL ; D2% 4 -- %PL ►• 54 A3 no (rr�e -- er Ca-16 6lic %poly. 1 .1e___ I; s+4 na,c� 1W - if'[ I' iL 12- )&C"-' � ' ,YeGr7x hls' I,EI7 , rd H' L,M 64. 1,V LI I I 4')011=z GN P r'h'.l I V r e-- I /v c I CI /,1v l -r'C - ti I2 J �? -2°I V /` /`U-Iv 2 '2,000 ✓ A AI kJ-r NJ % �I G VV 7 , H6,11r (1I- I'II 4{/I�i-i(.11Jp l'4.<--- & c ' ' - 1Z ° oc- flew l6 � e iZ". z >4 r'1- R., 1 I, h II —IUIJL1 C rti1I 72C.' /T111641/ D '(J ,-- Zx4'e 11 -I ' II1 SU.Li I k I-441 L- I c�IG h-!1' D f'[ Z "xZ ^x ��" G� . I/-2 OG ePrTh 7) 4 c 10' O. (/ ,Hitt -1 I4 14 {-1 r' t) l7 oilallinammillt filitiM CATHY ANDERSON • 330 DAYTON ST. tt6 • 16 -6166 PHONE - 3 r':2C 2.11 1 HJ I- 2/4 r sue' 1 2 Y-, +IL - -I 6, P z„,[. .1W [-ul I, Id�G e " E!i'� I ,ll • P7 fp�Pl, l gV'' 04 �Dc1 I � � / IatJ �! . 6Iy1I U3g0ey / 0" C C9Nr / 5// to Sae/ hF . iZCa: .JAHES- ANDESSON DESIGN RESIDENTIAL ARCHITECTURE -ivkrio' GGjiG ,4>�C, 1,(00 REGISTERED ARCHITECT EDMONDS, WA. 98020 FAX T6 -6166 RECEIVED CITY OF TUKWILA MAY 5 20011 PERMIT CENTEFI • 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' D.C, 4' TO < 6' #4 e 18' O.C. #4 @ 18' D.C, 6' TO < 8' #4 e 16° D.C. #4 @ 10' D.C. > 8' ENGINEER'S DESIGN REQ'D rRESH Ala )k INTAKE KA NALFL.A K I` WHOLE HOUSE Ewa... T. — FAN INTAKE • l @•ZS V (r YC S0R-yE7 rNLTKE Van" YE / o XI' SUPPLY AIR Ea -taus Dui ba WRAP R :• u 241- TIME WITH CN /OFT SWITCH v °� uU _= 6c MANUAL AIRFLOW Awusrn+EUr DAMPER -aEE TRCINIC DAMPER (01e--4- r7t (-° _ZXG 1rF r2 , I ' I 4 ' 3 Ham, . Y ' H x I G' I r _ 4A6 p. (0-4-- / 9 R -d T >2 STALE, Mo IST EXHAUST AI 6C EXHAUST FAN= TERMINATION VENT Q RETURN AIR. AIR 7 NTEEGRAT ED V JTILATION ZalA; 9-=1 METAL ; D2% 4 -- %PL ►• 54 A3 no (rr�e -- er Ca-16 6lic %poly. 1 .1e___ I; s+4 na,c� 1W - if'[ I' iL 12- )&C"-' � ' ,YeGr7x hls' I,EI7 , rd H' L,M 64. 1,V LI I I 4')011=z GN P r'h'.l I V r e-- I /v c I CI /,1v l -r'C - ti I2 J �? -2°I V /` /`U-Iv 2 '2,000 ✓ A AI kJ-r NJ % �I G VV 7 , H6,11r (1I- I'II 4{/I�i-i(.11Jp l'4.<--- & c ' ' - 1Z ° oc- flew l6 � e iZ". z >4 r'1- R., 1 I, h II —IUIJL1 C rti1I 72C.' /T111641/ D '(J ,-- Zx4'e 11 -I ' II1 SU.Li I k I-441 L- I c�IG h-!1' D f'[ Z "xZ ^x ��" G� . I/-2 OG ePrTh 7) 4 c 10' O. (/ ,Hitt -1 I4 14 {-1 r' t) l7 oilallinammillt filitiM CATHY ANDERSON • 330 DAYTON ST. tt6 • 16 -6166 PHONE - 3 r':2C 2.11 1 HJ I- 2/4 r sue' 1 2 Y-, +IL - -I 6, P z„,[. .1W [-ul I, Id�G e " E!i'� I ,ll • P7 fp�Pl, l gV'' 04 �Dc1 I � � / IatJ �! . 6Iy1I U3g0ey / 0" C C9Nr / 5// to Sae/ hF . iZCa: .JAHES- ANDESSON DESIGN RESIDENTIAL ARCHITECTURE -ivkrio' GGjiG ,4>�C, 1,(00 REGISTERED ARCHITECT EDMONDS, WA. 98020 FAX T6 -6166 RECEIVED CITY OF TUKWILA MAY 5 20011 PERMIT CENTEFI • SHEET 7.0' '710'' AQQ;,i B" 'IWO S10E SEWER 6 "'' PVC , 45' ELLOOW ":,PVC CLEAN-OUT r 6" ;PVC TESTING TEE PROPOSED RESIDENCE F.F. 102.5 S0SED -' GARAGE F.F. 101.9 DOWNSPOUT CONNECTION POINT (TYP) 4" PVC TIGHTLINE SLOPE =2.00% MIN. INSTALL 1" POLY WATER LJNE (TYP) 200 PSI DRISCO PIP BETWEEN - WATER METER A D HOUSE EXISTING GAS LINE INSTALL WATER METER AND SERVICE CONNECTION --- - PER CITY STANDARDS `I L EXISTING SANITARY SEWER Lot 27 PROPOSED RESIDENCE r.r. 102.5 PROPOSED GARAGE F.F. 101.9 CLEARING LIMIT IS THE PROPERTY LINE EXISTING - UTILITY POLE 6 PVC WYE 6 "x4" REDUCERS. PROPOSED SIDE SEWER EASMENT TYPE 1 CATCH BASIN (TP) VANED GRATE- 101.50 IE: 97.50 48" DIAMETER - DRY WELL - PER DETAIL INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS PROPOSED UNDERGROUND POWER, PHONE ' :& T CABLE EXISTING 8" DI WATER MAIN SF FLOW - ROOF DOWNSPOUT ELEVATION DATUM: ASSUMED BENCH MARK: CENTERLINE OF 48TH AVE S. AT NORTH LINE LOT 42 fF EXTENDED, ELEV.= 101.00 - PROPOSED GAS SERVICE LINE PROPOSED 4" PVC SIDE SEWER WITH CLEAN -OUT NEAR HOUSE (TYP) 1/4' MESH SCREEN ON PIPE INLET INSTALL 24' - k4 REBAR AT CENTER OF DRYWELL FOR FUTURE :LOCATION DRY WELL DETAIL 2 12'MIN. _L w- t om; Z W EA . DRY WELL j O r FIL LEDVfTH LS' ^3' N ,,,,WASHED DRAIN REIL3I v 6" MAX. DRAINAGE PLAN NOTES: 1, STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT WILL BE 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 LOT 28 AND THREE ON LOT 27.. 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 EACI-i OF THE TWO LOTS Al' THE LOCATION OF THE PROPOSED DRYWELL, THE SOIL TYPE AND STRATIFICATION WAS THE SAME IN EACH TEST HOLE AS FOLLOWS: 0 -5 BROWN SILTY FINE SAND 5' -9` BLACK MEDIUM SAND NO WATER TABLE ENCOUNTERED ON 3/29/2000. 6. ALL PVC PIPE CONFORM TO ASTM D- 3034- SDR3034: LOT LOT 27 LOT 28 AREA 4000 SQ.FT. 3000 SQ.FT. ROOF AREA 1674 SQ.FT. 1242 SQ.FT. DRIVE, DECK, WALK AREA 747 SQFT. 574 SQ.FT. TOTAL IMPERVIOUS AREA 2421 SQ.FT. 1816 SQ.FT. TAX LOT NO. 017900 -1250 017900 -1255 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER - ON SIDES AND TOP OF DRY WELL 12` MIN. ABOVE SEASONAL WATER TABLE OR RESTR CTIVE LAYER RECEIVEC CITY OF TUKWILF OCT 1 9 2000 PERMIT CENTER LEGAL DESCRIPTION: LOTS 27 AND 28, BLOCK 6, HILLMANS' MEADOW GARDENS ADDITION DIVISION #1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON. have been review e oy t s -tment for conform v , th cl ii, (, • -,. I::'.' rds.. Acceptance is sudiect • -., • a _ er: rth which do not autholiee v a : ,ad standards or ordinances. The re for the ndequaey of the design rests te wis, the designer. Additions, deletions or revisions tc these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: to.t� OD By: PROJECT NUMBER 00 -007 SHEET 1 OF 2