Loading...
HomeMy WebLinkAboutPermit D08-088 - HERZOG GLASS (EMPTY FOLDER)Project Information: Project Address: 4601 S139th Street - Lot 3 Tukwila, WA Tax Parcel: 3229200092 Project Number: L04 -085 - 6 - Lot Short Plat Project Owner: Rehabitat Northwest, Inc. 3601 West Marginal Way SW Seattle, WA 98106 Contact Person: Chad Detwiller Office: (206) 932 -7355 Fax: (206) 933 -7355 Direct: (425) 829 -5298 Lot S.F.: 5,849 SF Lot Calculations: Lot Area: 5,849 SF Total Footprint of Dwelling: 1,541 SF Total Lot Coverage: 26.3% Legend Stockpile with Clear Plastic Cover — - — Filter Fence °DS Downspout Location Slope Direction Building Setback - - Grade Line Building Outline 10' -0' 0 Scale Bar: 1" = 10' 20' -0• Note: Reference Geotechnical Conditions and Recommendations per Geotechnical Report by Gary Flowers, PLLC dated 10/30/07. Increase Asphalt Width to 15 Per Fire Existing Edge of Payment - Increase Width to West Property Line to Allow 15' Access Per Fire Type 50 Catch Basin w/ Traffic Grate RIM = 201.5' IE =199' (Proposed) Provide New Thickened / Edge of A • al Per Detail onnect Roof �. House , -F,idsting FF = 206' `.. Type4CB �\ Existing Pavement "g m , al Width -8 i 15' -0" . -' C0 0 S3 MAY ,15.:2012 72 Proposed Pavement Width 20' -0 1/8" Existing Easement Width ED Remove existing Asphalt & replace with Landscaping (Hatched Area Only) 12" Storm Main (Existing) Tut WA) I 1... A- Pu tit M$ING 1045PEcTIOw ��M E 5 faR.Vt A" 15 tau l R.,ED s Wee W D l's 00G3 Rol - I NSPECT DOA NSTR•eftIM © r THE W 1 Existing Type 1 Catch Basin RIM = 199.42 IE= 195.17(12 "- NE, 6 ") IE = 195.32 (12" - SW) I \ 197.5 (62aNW) Sp - Existing Storm Easement Ref: 20071011001097 S.. Additional Building Setback Wetland Limit Line 10' -0" Existing Private Road Connect to Existing Sewer Cleanout (IE = 189.89') Connect with Existing Tar Shoulder Roadway (Private Road) SE REQUIRED Fat d iViechwiloal Electrical umbing Gas Piping City of Tukwila BUILDING DIVISION C �� rtukW�l� Pavement Cut (1" in depth) 1 1/2" Pavement 4" 5/8" Crushed Rock Structural Fill (mii Depth 4 ") 15' %N. " LOW FOR SCE CODE COMP Typical Pavement Cross - Section: Tree Legend Worpelsdon Sweetgum (2 Required Per Landscape Plan) MAYI52012 RECEIVED CITY OF TUKWItA JUN 16 2008 PERMIT CENTER FILE OPY Permit No. Pear review approval Is sutfect to elm and omissions. Approval of the violation our s riot authodze code or • of approved Field Copy and Receipt acknowledged: BY aste:.5�, City of Tukwila BU DING DIVIIS! N REVISIONS No changes shall b made de to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and gmissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac • of the design rests totally with the designer. Additions, deletions . orN revisions _ to 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: Subdivision Key CORRECTION LT R# w U co CO C w r �� N C5 (7 5,,N1, CY) CD C CY) 0 CU Z - . co L 'CD o LL 1 C.1 a \-‘ FLOOR AREA, FT2 2 OR LESS 3 4 5 6 7 8 4 WALL- EXT. BELOW GRADE MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN MAX MIN M <500 50 75 65 98 80 120 95 143 110 165 125 188 140 2f8 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 - 2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 OPTION 10 GLAZING AREA: % OF FLOOR GLAZ ING U- FACTOR 9 DOOR U- FACTOR 2 CEILING 3 VAULTED CEILING 12 WALL ABOVE GRADE 4 WALL- INT. BELOW GRADE 4 WALL- EXT. BELOW GRADE 5 FLOOR 6 SLAB ON GRADE VERTICAL OVERHEAD I. 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II. 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 IV. UNLIMITED GROUP R -3 OCCUPANCY ONLY 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 FAN TESTED CFM 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMTER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 2 50 4 INCH 25' -0" 4 INCH 70' -0" 3 50 5 INCH 90' -0" 5 INCH 100' -0" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 N/A 4 INCH 20' -0" 3 80 5 INCH 15' -0" 5 INCH 100' -0" 3 80 6 INCH 90' -0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50' -0" 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH 15' -0" 6 INCH NO LIMIT 3 125 7 INCH 70' -0" 7 INCH NO LIMIT3 3 SUPPLY FAN TESTED CFM AT 0.4" WG SPECIFIED VOLUME FROM TABLE 3 -2 MIN SMOOTH DUCT DIAMETER MIN FLEXIBLE DUCT DIAMETER 50 -90 CFM 4 INCH 5 INCH 90 -150 CFM 5 INCH 6 INCH 150 -250 CFM ` 6 INCH 7 INCH 250 -400 CFM 9 INCH 11 INCH GENERAL CODE ALL REQUIREMENTS OF THE 2006 INTERNATIONAL RESIDENTIAL CODE 3rd EDITION, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING CONSTRUCTION TYPE: VB SEISMIC ZONE: D2 OCCUPANCY GROUP: R -3 WIND SPEED: 85 MPH EXPOSURE CATEGORY: D CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. SITE WORK GENERAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1' -6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE GENERAL MINIMUM CLASS AND USE F'C SLUMP SACKS /C.Y. A. FOOTINGS B. SLABS ON GRADE 1. AIR ENTRAINING AGENT (3% TO 6 %) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES ( 4 OZ. PER 100# OF CEMENT ) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. WATER TO CEMENT RATIO PER INTERNATIONAL BUILDING CODE. REINFORCING STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCE APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING STEEL 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER 1 -1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 3 CARPENTRY GENERAL ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH LUMBER STRENGTH (UNITS IN PSI) STUDS STUDS FV FB HEM -FIR #3 75 500 STUD GRADE 75 675 JOISTS & RAFTERS HEM -FIR #2 (2X10) 75 1075 HEM -FIR #2 (2X10) 75 980 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 960 6" NOMINAL DOUG -FIR #1 85 1,350 GLUE LAMINATED TIMBERS❑ DOUG -FIR LARCHE (24F -V4) 165 2,400 STRUCTURAL COMPOSITE TIMBERSE LAMINATED VENEER LUMBER 285 2,600 PARALLEL STRAND LUMBER 290 2,900 LOADING❑ poop ROOF 15 PSF DEAD LOAD FLOOR 10 PSF DEAD LOAD CEILING 5 PSF DEAD LOAD DECK 5 PSF DEAD LOAD INTERIOR PARTITION EXTERIOR PARTITION + 25 PSF LIVE LOAD = + 40 PSF LIVE LOAD = + 10 PSF LIVE LOAD = + 60 PSF LIVE LOAD = E 1,200,000 1,200,000 1,300,000 1,300,000 1,600,000 1,600,000 1,800,000 1,800,000 2,000,000 40 PSF 50 PSF 15 PSF 65 PSF 7 PSF 10 PSF WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 3 "X3 "X1/4" PLATE WASHERS @ 4' -0 ON CENTER UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 2 LAYERS OF W CDX OR 1" OF PLYWOOD, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8D @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX TONGUE AND GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 10D @ 6" O.C. @ EDGES AND 12" O.C. INFIELD. SPAN INDEX SHALL BE 40120. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (O.S.B.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCTS STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR ( COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITC CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 PSF OF TRIBUTARY WIDTH TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD FIREPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. GLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQUIVALENT) PER IBC. FLUE AREA PER IBC. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR ICBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) BEYOND EACH SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN 1 -1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THOUGH WALLS , FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR INFILTRATION. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER STRIPPED, CAULKED AND MADE TIGHTLY FITTING PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER HT GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2006 WASINGTON STATE ENERGY CODE (W.S.E.C.) - TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCE FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL A WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERE'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. 7. NOT USED IN CLIMATE ZONE 1 8. NOT USED IN CLIMATE ZONE 1 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7 -1/2" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -1 UNLESS NOTED OTHERWISE ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: 1. MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODEL NUMBERS. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIONAL BUILDING CODE. 1. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN AND 24" RADIUS ARC OF EITHER VERTICAL EDGE OF DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEET THAT IS LESS THAN 18" ABOVE FINISHED FLOOR. 6. GLAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE GLAZING DOES NOT EXCEED 16 SQUARE FEET 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 ". MECHANICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C, DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: ❑THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN GARAGE AND WHICH GENERATE A FLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM MECHANICAL CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BW GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.S.E.C. HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD INTEGRATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. 1. SOURCE SPECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REQUIREMENTS: 1. BATHROOMS, LAUNDRIES, AND POWDER ROOMS - 50 CFM @ 0.25" WG. 2. KITCHENS - 100 CFM @ 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100 CFM @ 0.10" W.G. (MIN) WHEN USED FOR EXHAUST FAN REQUIREMENTS. B. EXHAUST DUCT REQUIREMENTS: 1. BE INSULATED TO R -4 (MIN) IN UNCONDITIONED SPACES. 2. BE EQUIPPED WITH A BACK DRAFT DAMPER 3. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY WITH TABLE 3 -3 ON THIS SHEET AND SECTION 303.3.4. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3 -5 ON THIS SHEET. B. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER. C. BE INSULATED TO R -4 (MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: 1. WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2 ON THIS SHEET, OR B. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.70" WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 ON THIS SHEET 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 CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2 ") ABOVE THE FINISHED FLOOR. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) * FOR RESIDENCES THAT EXEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDIONAL 15CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: 1. FOR EACH ADDITONAL ELBOW SUBTRACT 10' -0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMTER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING NOTE: 1. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER 1 INCH 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMTER 1 INCH EX DUCTWORK DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFORM MECHANICAL CODE. RECTANGULAR, FLAT, OVEAL AND ROUND DUCT JOINTS AND SEAM SHALL BE AIRTIGHT PER THE UNIFORM MEECHANICAL CODE. INSTALLATION OF DUCTS SHALL COMPLY WITH THE UNIFORM MEECHANICAL CODE. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. rctru:vvtU tOR CODE COMPLIANCE City Of Tukwila UILDING DIvJsi . N MAY ,1.5.2012 APPROVED JUL 21 2008 ED RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER N W rA W ce Co Cfl CO Lc) um) M M CD CD I (55 M U Te C (f) V O N ( c ) _c 't 0 Zo CO ce _CI a? CD O 1/ / 2' -9 1/4 5' -10" 5' -10" - 5' -10" 5' -10" - 5' -10 " ! 5 5' -5" -- 6 6x12 — — R Roof Jacks Typ 6 7' -10" L 7' -10" M M 7 7' -10" �-� 7 7' -5" 7 4x12 -1/2" x 12" HardiPlank , i iii — , iii i — m m co N 0 M - N` T.O. Ridge Line 0 1 Co 0 ro 0 Co \ 0 0 co 2 "x6" Fascia Typical 5/4" x 4" Window Wrap- - (Front Side Only) T.O. Subfloor 0\ Final Grade = — \ 199' 0 co T.O. Ridge Line 0 Co \ T.O. Top Plate 00 T.0 Subfloor Top Plate T�. Subfloor \ - - T.O. Top Plate Existing Grad T.O. = 202' Final Gra 200' i ' Existing Grade ' 198' U.... - < 1/2" x 8" II... HardiPlank Composite Shingles over 15 # felt over 7/16" OSB Composite Shingles over 15# felt over 7/16" OSB 5ast E v tilor west Elevation Line of Continuous Footing T.O. Ridge Line T.O. Top Plate 5/4" x 4" Window Wrap - (Front Side Only T.O. Subfloor Existing /Final — — — — I Grade = 204' `2x10 Band Board T.O. Top Plat inal Grade 195' _ Existing Grade = 193' T.O. Slab T.O. Top Plate a CO Co arage T.O. Existing Grade — \- T.O. Ridge Line —\ -- T.O. Subfloor T.O. Top Plate 03 r M kr T.O. Subfloor \- T. O. Top Plate 0? M Existing /Final Grade = 204' Final Grade Elevation Notes: 1. Verify all sheer wall nailing and Holddowns prior to start of construction. 2. Caulk all Exterior Joints and Penetrations. 3. All Exterior Walls shall be finished per Elevations over Vapor Barrier on 7/16" OSB. 4. All Roofing Surfaces shall be Composite Shingles over 15# Building Felt over 7/16" OBS sheathing. 5. Provide Weather stripping and Metal Flashing at all Doors and Windows and Counterflashing at all Roof Penetrations and Skylights. 6. Provide Continuous Metal Gutters and Downspouts © All Eaves, Typical. Final Grade = 195' Existing Grade — — = 193' 6x12 - 4— 2" x 8" Rake Board Typ. 12 South Elevation Roof Ventilation Schedule: Roof Area: Main Floor: 522 SF (35 %) Upper Floor: 930 SF (65 %) Total SF: 1452 SF Ventilation Required: 1452 SF /300 * 144 SI per SF = 696.96 SI Provide 1/2 Ventilation @ Eaves and 1/2 @ 12" Below Ridge Birdblocking @ Eaves: Net Ventilation Per LF: Ventilation Required: 7" x 7" Attic Roof Jacks: Net Ventilation Per Jack: Ventilation Required: 3.5 SI /LF - 25% Reduction = 2.63 SI /LF 696.96/ 2/ 2.63 SI /LF = 133 LF - (Main = 46 LF; Upper = 87 LF) 49.00 SI /LF - 25% Reduction = 36.75 SI Each 696.96/ 2/ 36.75 Each = 10 Jacks - (Main = 4; Upper = 6) 12 6x12 6x12 North EDev Dor 12 4 MAY I s; 201z Existing Grade = 202' - J Final Grade = 200' DOI. I <2Z. 12 J Final Grade --\ cc 0 CO CO CO N Co 4 "x10" Beam on 4 "x4" Posts on 4" Concrete Slab over 4" Granularb Fill o0 T.O. Subfloor — _ \ 0 N 199' — -' Existing Grade_ \ = 198' rcr T.O. Basement y - - - -y � Footing ntv' 1014 CU OK CODE COMPLIANCE APPRO VED JUL 31 2OQ9 City Of Tub N T- 0 RECEIVED CITY OF TUKWILA JUN 1.6 2008 PERMIT CENTER Ln ti Y M I— (1) o:F., N 0) U � Co wl- f4r1 a) - t O cn Z cCS O H co co a) Et J 1 1 21 1/2" 13' -2 1/2" , 7' -0" 11'. -6" 3' -3 1/2" COUNT 10' -0" 6' -6" AREA On SF) TOTAL AREA (In SF) 3' -0" _ 4' -0" x / 4' -0" 4' -0" x 4' -0 18 54 18.36 36X42 HORIZONTAL SLIDER 3' -O" x 3' -6" .v h - 7= 0.35 10.5 •_ ° o ,_ • p °- 36X24 PICTURE J ' 0.34 ° 9 1/2" I- Joists TJI 2.04 48X48 HORIZONTAL SLIDER I- y ' N r CD Basement 0 .- d 0 0 . L r fn i SD - N co r 4x10 Header 2 "x24" (wide) Foamboard Insulation Typical on Basement Perimeter. 12'_l" 80 ° a I 36X80 ENTRY DOOR 4" Poured Concrete Slab over 6 mil Vapo 1 0.34 a Barrier over 4" °0 c Granular Fill. " 4.1 1.40 5' -0" 6'-7" 1 -6" x 4' -6" 4 0.31 + 21 9.99 . 2' -6" x 4' -6" , I 0.31 _ . p . Da v p 22.5 o . ° - 24X24 SINGLE HUNG 2' -0" x 2' -0" 1 0.31 4 4 4. 60X48 HORIZONTAL SLIDER 5' -0" x 4' -0" 0 5' -0" 3'- 1 " 3V48: _ 1.0 12X80 PATIO DOOR , 6' -O" x 6' -8 1/2" 1 0.34 0) o Li N 13.68 ` o WINDOW TOTALS Bathroo : I 2' -1° Ng. / 11.4% AVG U -VALUE TOTAL U -VALUE / TOTAL GLAZING SF 93.68 / 268.35 0.35 , , , I J [ !! ' I ! T . C:17, - .. 4 p r BTocR - out 36 °x24° - o 4 ° o 4 ° ° . °• . d ° D44 .. . . °° . d ° Dn . . , ° r 1 I I I I j I r 1 4'::9" - - ' HPAHD22 Crawl Space Access c y > Crawl Space C) U r O .2 z r 2x4 Firred Wall - Studs @ 16" O.C. (This Wall Only) Garage Slab ° v ^^ / '' W Co \ O -a — u N 6 mil Black Poly - ci Var Barrier co a) I 5/8" x 10" Anchor Bolts @ 48" O.C. HPAHD22 w/ 3 "x3" Washer Typical Above Slab on Grade 4" Poured Concrete Slab over 4" Granular Fill. Slope 4" to Overhead Door. Note: Poured Concrete Wing Walls shall be 48" High Per Structural Engineer's Specifications (Ref: Pg. 21) , ° 4 o ° 4 ° o _ . _ _, p . Q p ,v . _ _, p . Q p , .v _ ° ° °° `° ` ° . ` ° 5/4" x 4" over Covered >° 4° ° d D . . °• 2x10 Joists @ i 16" O.C. Porch 4 Above ° .v ° _ o . °, o p a .v _ o . ° V p'Q o p b .° ° _ ' . 4 r ;• � ,- Block c ricrewe Foolin � 16'6" Door. l 1 for Overhead , 16' -3" k 15' -0" 1 -10 1/2" 20' -0" / 35' -0" PRODUCT CODE SIZE COUNT U- VALUE AREA On SF) TOTAL AREA (In SF) TOTAL U -VALUE 48X54 PICTURE 4'0" x 4'6" 3 0.34 18 54 18.36 36X42 HORIZONTAL SLIDER 3' -O" x 3' -6" 1 0.35 10.5 10.5 3.68 36X24 PICTURE 3' -0" x 2' -0" 1 0.34 6 6 2.04 48X48 HORIZONTAL SLIDER 4' -0" x 4' -O" 5 0.35 16 80 28.0 36X80 ENTRY DOOR 3' -0" x 6' -8 1/2" 1 0.34 4.1 4.1 1.40 18X54 SINGLE HUNG 1 -6" x 4' -6" 4 0.31 6.15 21 9.99 30X54 SINGLE HUNG 2' -6" x 4' -6" 2 0.31 11.25 22.5 8.33 24X24 SINGLE HUNG 2' -0" x 2' -0" 1 0.31 4 4 1.2 60X48 HORIZONTAL SLIDER 5' -0" x 4' -0" 1 0.35 20 20 1.0 12X80 PATIO DOOR , 6' -O" x 6' -8 1/2" 1 0.34 40.25 40.25 13.68 WINDOW TOTALS 268.35 93.68 GLAZING % = TOTAL GLAZING AREA / TOTAL HEATED AREA 268.35 / 2355 11.4% AVG U -VALUE TOTAL U -VALUE / TOTAL GLAZING SF 93.68 / 268.35 0.35 Attach 2x12 using L Nails - (4) 16d Nails O.C. to Wall Studs LSU26 Hangers NOTE: Ledger to Blocked in Wall Ca & Nailed @ 6" O.C. 2x6 Ledger 2x12 @ 24" O.C. Stick - Framed 4x12 Pitch dg sin u Vi :6 Pre- Gird W/ (THA2 Engin 6x12 Upper 2x6 24" Stic 6x1 ngir eere @24 "C r Tr.�ss angers ) @ each 3red Truss itch @ all evel Roo .C. Framed Pitch : Tru .C. fs sses Glazing Schedule FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing /foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1 /2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) Foundation Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Footings to have a minimum depth of 18" Below Final Grade. 3. Step Foundations per Site Conditions. 4. All Concrete Footings to Rest on Firm Moistured Earth with Minimum 2,000 psf bearins pressure (refer to Soils Report when Required). 5. All Wood in Contact with Concrete or Masonary or Expose to Earth or Weather to be Pressured Treated. 6. Verify All Demensions and Field Conditions. 7. Provide Temporary Bracing as Required. Until all Permanent Connections and Stiffenings have been installed. 8. Provide Double Joists or Blocking at Partitions Above. 9. Provide 15" x 7" Foundation Vents with 1/4" Corrosion Resistant Wire Mesh as Required per Code. 10. Crawl space to be a minimum of 18" Below Floor Joist and 12" Below Beams or Girders with min. 6 mil Black Vapor Barrier Gound Cover Lapped 12" at seams and extended to Foundation Wall at Sill Plate, typical. 11. All Beams to be 4 x 10 (see Notes Sheet for Lumber Strength Values. Unless Noted Otherwise. 12. All Posts to be 4 x 4 (4 x 6 at Beam Splices) Typical UNO. 13. All Isolated Spread Footings to be 18" x 18" x 6" Thick with (2) #4 Bars at Bottom each Way. Typical UNO. Appliances located inside living space. (IRC M1703.2, M1703.2.1) Combustion air: Outside combustion air shall be supplied through openings or ducts. One opening shall be within 12 inches for the top and one shall be within 12 inches of the bottom. Openings shall have a free area of at least 1 square inch per 4,000 Btu/hr total input rating of the appliances. (IRC M1701.4 Exception #2.) Appliances installed in an enclosure in which all combustion air is taken from the outdoors, the enclosure shall be equipped with a solid weather stripped door and self - closing device. (IRC 303.5) Air exhaust and intake openings that terminate outdoors shall be protected with corrosion - resistant screen minimum open size of /a inch or maximum %2 inch... and protected against weather conditions. CV Basement Plan Notes: 1. 2. 3. 4. Contractor to verify all notes, demensions, & conditions prior to beginning construction. Provide Adequate Supporting Blocking over all supports. Install 4 "x10" headers over all openings unless otherwise noted (U.N.O.). Posts to be 4 "x4" @ Beam Joints on 90# felt. U.N.O. 5. All Footings to rest on undistrubed soil. 6. Soffit, Vent, and Insulate all cantilevered areas. 7. Install Simpson Concrete to Wood Holddowns 1 1/2" from corners and Window Rough openings. Also see Manufacturer's Specs. 8. All wood in Contact with Concrete shall be pressured- treated. 9. 2,000psf assumed soil bearing capacity shall be verified in field. 10. See plan notes for additional notes. 11. Use 5/8" x 10" Anchor Bolts with 3 "x3 "x3/16" Washers @ 48" O.C. U.N.O. N c9 CV N 0 1 EX 8" Foundation Wall (typical) See Detail zo MAY ,15 2012 Lift gip Install HTT22 DS r• \ (Horizontally DS O DS = Downspout <14 Deck Above 35' -0" assm &t Hoar Man Foundation Vent Calculation 210 sf /150 = 1.4 sf Foundation Venting Required 105/144 x (.75 Net Screen Area) = .547 sf per Vent 1.4/.547 = 3 Vents Required. tep Down oundation er Elevations ee A2 DS O 1x 1 L DSO zo CV 0? d° Hold Down Legend • Indicates Simpson STHD14 Hold Downs (6 Required This Plan) X Indicates Simpson HPAHD22 (2 Required This Plan) L Indicates Simpson HT22 (2 Required This Plan) O CV C�V cy) I stall IHTT22 ( Horizontally) 1' -10 1/2" 0 CV N NCV j .'vv L) r .'% CODE C0 pLip MCE APPROVED JUL 1 2008 City Of Tukwila N BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 200d PERMIT CENTER VJ 2 00 Cti LO Cfl ti 11 3 M (/) O -C (NI C3) CI) in ;s 41- a) ' 03) � O O co Z to O ct _c J DRAWING# 2005-002 TE: November 19, 2007 APPROVED Solid Blocking @ Cant. Above Strap with CS16 over Blocks @ 48" O.C. 4x10 Beam io x to II - ! 1.11 5 -4 1/8" CO CO cc a 4x11 Hdr 3' -0" x 3' -6" KITCHEN HDWD 3' -0" RBS42 w 10' -1" FPLY r Dining Room N HDWD 236 V_4636 I I 1 B -18 W3912 E O 1 0 1 T > - 4 1 II Drop F ame J It o Matdh 4' -6" 1' -6" 4x10 dr Line of Rlo Abov J, 4' -6 1/8" x4 P.T. Posts w/ BC60 Post Base and BC4 Post Cap Typical 15' -0" n 11' -8" Covered Porch WK030 1 1836 ODD36 Desk B30 TBK BSM36 o N Y 01 FPLY CV 3 1/2" x 9 1/2" PSI3 BRA 9 1/2" Sty Be Up HU41 Hanger Typ r iNIZ9 AGE 9 _ 18" Utilities 4' -1" / " Platform HU 410 Par /8 /t-Hanger / 3 1/2" x 9 1/2" P (Flush) _ Foyer HDWD Trr -TEX 4x10 Hdr 4x10 Hdr P2128.5 LY Nook / 00 35' -0" 6' -0" 35' -0" 8' -2 7/ 2' -6" 0 N 0) 11 1' -6" x 4' -6" V Venilation Schedule Ballard 1 -8 1/8" 3' -0' 1 13' -1" 4.10 Hd HD 2' -4" -n 13' -0" 2 CAR GARAGE Note: Poured Concrete Wing Walls shall be 48" High Per Structural Engineer's Specifications (Ref: Pg. 21) 4x12 Hdr Above 16' -0" 16' -0" 20' -0" See 2006 Washington State Indoor Air Quality Code Symbol Manufacturer Model Number or Equal 'Nutone' 1 'Nutone' QT 130 1.0 Sones 102cfm @ .25 WG. 132cfm @ .10 WG QT 80 1.5 Sones 63cfm @ .25 WG 80cfm @ .10 WG Notes: *Use QT 130 (100 cfm min.) © all Kitchen and whole house fan *Use QT 80 (50 cfm min.) @ all other locations *AII Fans to Vent to Outside. *AII Other Requirements of 7 W.S.E.C/VAIQ must be met. WOO 3' -0" ti 5 1/8" x 16 1/2" N GLB (Dropped) 1' -6" x 4' -6" Family Room 3 HDWD . N = N 3' -1" S 4x16 1 SolicdBlock - Floor Joists 1 1 and Strap w/ CS 16 @ L _ _ e•LO.C. n LerBlcks- - - j Line of Floor Above 3' -9" CV I m 0 ' 6 m' 01 O m Y I m N 2' -0" C 1/2" -0" SD Smoke Detector Povrtio, koirilt41 Iry Area Summary Basement Floor: 712 Main Floor Plan: 941 sf Upper Floor Plan: 702 sf Total Area: 2355 sf Garage: 438 sf Decks /Patio: 216 sf Upper Floor Framing Notes 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3..Bottom of Headers to be 6'8" this floor UNO. 4. All Exterior Walls shall be 2x6 w/ R -21 Insulation UNO. 5. All Frame Nailing to satisfy IRC. Block all Plywood Edges and Nail with 10d @ 6" O.C. Typ All Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. "'8. Plate Height to be 8'1" this floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" Type "X" G.W.B 11. Denotes Solid Bearing under Concentrated Loads. Use (2) 2x4 at 4" Walls UNO. 12 Finish all Ceilings with 5/8" G.W.B. 13. Provide 26 -Gauge Galvanized Sheet Metal Flashing Above Windows and Door. Typical. Lap Building Paper over. 14. Fasten Multi -Lam 2x Beams per IRC. 15. Ceiling Joists to be 2x6 @ 24" O.C. typical UNO. 16. All Voids to be Fire /Draft Blocked per IRC. 17. All Tubs and Showers: - Fireblocking between Studs - Limit Shower Flow to 3 G.P.M. - Waterproof Wall to within 70" Above Drain Inlet - All Glazing within 70" Above Drain Inlet to be Safety Glass - No Vapor Barrier behind G.W.B. 18. All Smoke Detectors to be 110 Volt Interconnected w/ Battery Back -up. 19. Provide Continuous Handrail at all Stairs a min. of 1 1/2" away from Wall. 1 N CV N 1 CV M O X / / 14' -10 1/2" 3 -4 1/2" 5' -11 1/2" 10' -9 1/2" / 7 -8 7/8' 3' -2 5/8" 2' -0" / 2'_0" / / 6' -0" 5' -0" Provide CS16 © 48" O.C. Beam to Blocking Bedroom #2 CPT 10' -1" Bedroom #3 CPT 10'-1" 4x10 Hdr 4' -0" x 4' -6" 3' -6" k 31 -6" 7' -0" TWA 24 9 3' -10 1/2" K -IN CLOSET CPT ,'-8 7/8" CPT Open To Below 4' -1" 4x10 Hdr 3' -0" 2' -0" U p Half Wall 3' High 9) 2'-4" Main Bathroom 0 Vinyl 35' -0" 32' -7 1/2" IS$ Main Floor Framing Notes: 1. Written Dimensions take precedence over Scaled Dimensions. 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 3. Bottom of Headers to be 6'8" this Floor UNO. 4. All Exterior Walls to be 2x6 w/ R -21 insulation UNO. 5. All Frame Nailing to satisfy IRC Block all Plywood edges and nail with 1 OD at 6' O.C. Typical all Exterior Walls. 6. Provide Double Joists or Blocking where Partitions occur above. 7. Provide Solid Blocking over Supports. 8. Plate Height to be 8'1" this Floor UNO. 9. Fireblocking at all Plumbing Penetrations. 10. All Storage and Spaces under Staircases to be Finished with 5/8" G.W.B. 11 Denotes Solid Bearing under Concentrated Loads, Use (2) 2x4 at 4' Walls UNO. 12. Finish all Ceilings with 1/2" G.W.B. UNO. 13. At Garage use 5/8" Type "X" G.W.B. at all Common Living Walls and Ceilings, wrap all Posts and Beams. 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above Windows and Doors. (Typ) Lap Building Paper over. 15. Hold Siding 6" Above Final Grade. 16 Fasten Muti -Lam 2x Beams per IRC. 17. Upper Floor Framing to be 9 1/2" I -Joist at 16" O.C. typical UNO Plan shows direction. 18. Ceiling Joists to be 2x6 at 24" O.C. typical UNO Plan shows Joist Direction. 19. All voids to be Fire /Draft Blocked per IRC. 20. Install Water Heater per 1987 NAECA. See Sheet A2 General Notes for Impact per 2006 U.M.C. 21. Furnace to be placed 18" Abv. floor on 1 hour furnace platform w/ (2) 3/4" layers Plywood. Protect from impact per 2006 U.M.C. 22. Door between House and Garage to be 20 min rated. Solid core tight fitting with Self Closure. 23. Install Zero clr. frpl. pewr terms of Lists and Manufacturer's specs per IRC. 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. 5' -0" 35' -0" CV 4x10 Hdr 2 ' -0" x 3' -0" e- A - n sundry R inyl 5' -6" 2' -8" O 1 per Moor r Moan \ \ 1 0'-4" S oaking' Tiih = Master Bedroom (Vaulted Ceiling) CPT Provide CS16 @ 48" O.C. Beam to Blocking - Line of Beam Below 4x10 Hdr 4' -0" x 4' -6 1, 6'-4 3/4" Cr) la,. .,:!.:, 2 '_ 4 " o) 12' -5" 0) MAY ,15 2,012 2' -4 1/2" / 2' -4 1/2" > 0 < 0 2'_1" 0 1 4 Z M O 1 ti KCV LCV.I tU r CODE COMPLIANCt APPRO JUL 3 1 206 City OrTukwila Bum NG DIVISIC _ 0) t o.c1 Furn B -Vent Co RECEIVED CITY OF TUKWILA JUN 1 6 2008 PERMIT CENTER CO N w W 11 w J 0 00 co co 1 Railing Built to Code. 3' high railing with spacing < 3 1/2" between Spindles 4 "x10" Deck Beam Secured to 4 "x4" Post on 2'x2'x1' Pier Pads. Top of Pier Pads shall be minimum 18" below Final Grade I 4 I 'A . L, O C o Exterior Finish per Elevations 7# Building Felt over 7/16 OSB over 2x6 studs @ 16" o.c. w/ R -21 insulation over 1/2" GWB typ. © Exterior walls. TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING EXTENT OF EXCAVATION BACKFILL TIGHTLINE STORM DRAIN (4" SDR35) SAND STOP CONCRETE FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE Vaulted Ceiling (4x12 Inside Pitch) ()) (( (( (( (( ((R -((3))0(( Attic ) )) (( (( (()) ``))( )c) J C_) )) �)c)(��()�)�J�)(()�J�)()c)T ALK-IN CLO 3/4" T &G OSB subfloor FOYER over 9 1/4" TJI joists @ 16" O.C. Insultated with R -21 Insulation 3' High Typical U.N.O. Half Wal ltTt Titt Tt itTtTi Tt Tt IiItTt Tt TtTt ii Tti tItTtTiIiTtTtitTtIZTtTtTiltTI ltTtTtitItTtTtTtTiItTiitTtI TtTtTtU 4 "x1 I" Beam supp by 4 "x4" posts on 2 4" Concrete Slab over 6 Mil Vapor Barrier over 4" Granular Fill = 1= II= 1 =1 = 1= 1=1 E1 1 E1E1= • ' m =m =11 =111=1n =m "m =11 =11= m =11 =u =I EI EI=1 =1_1=11EI I= I I = ITI= ITI =II =ITI =111=111 °III =II = III= III = 11111 11 =11 El E1 =111 =i1 =I1= 1 =TETEli 1u i m= m= ln= lnEm= ln= ln= mE1nE111E1 111' 111_ 111 = 111_111_11= 111EIIIEIII_111E11 EII 111 I=I 11E 111 =11 E111E11 = 111 = 11 E III =III= 111 =111= 111= 111= 111 =11 =111E111E111E111 =11 =1 — 11 =111= 111 =111= 111 =11 =11 =II =111 =111 =11 = 111E 111E 111= 111E111=111 = 111E111E111E11 Ell = 11= 111= 111 =11IEIIIE11 =11 =11 =11 = 111 =11 = 111=1 1=111=111=111=11 =111=111=111=111=11 =11 EITI=11 =11= 111 =111E111E11 =II EIII =111 =11= 111E1 = 111 E111E1T1E1TEI11E111E111E111E11 E1 III =II =111E 111E 111= 111E11 Ell ElilElliEll 111E11 =1l1 =111= 111E11lEliiE111E111= 111 =11 =111 ElllEl11 =111= 111E.111ElliE11=111EMEI11 =111= 1117ll1O111�111 =1 =11 =111 =111C10�111 =111=111 R -38 Attic Insulation Final Grade Varies See Elevations A I I I dr 4" t ' V A 8" 25 -Year Composite Shingles over 15# Building Felt over 7/16" OSB over 2 "x12" @ 24" O.C. (this roof only) over R -30 Attic Insulation over 5/8" GWB. 16" A > 4 4" 12 1 A 8" FOUNDATION WALL Line of Co tinuo s Footing BOTTOM PLATE �4 GRANULAR FILL 6MIL. POLY VAPOR BARRIER 4" POURED CONCRETE SLAB #4 REINFORCING BAR VERTICAL © 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL @ 10" O.C. (2) • REINFORCING BAR CONTINUOUS 12 BdoIng Sedan BASEBOARD TYPICAL I-JOIST FLOOR SYSTEM: 3/4" T &G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL L1 r FILL VOID WITH BATT INSULATION 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 3 "X3 "X1/4" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 3 "X3" X1/4" WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. TYPICAL 8" CONCRETE WALL: 8" CONCRETE DAMPROOFING/WATERPROOFING PER IRC R406.1 2X STUDS PER PLAN © 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 1/2" DRYWALL A A 9 C 0 o" �» o o o C ": j O o C 25 -Year Composite Shingles over 15# Building Felt over 7/16" OSB over R -30 Attic Insulation over 5/8" GWB 8 BACKFILL 62 2 EXTENT OF EXCAVATION FILTER FABRIC Railing Built to Code. 3' high railing with spacing < 3 1/2" betwe - n Spindles Spacing between Guards shall not allow the passage of a sphere of 4" or more. 6" GRAVEL (MINIMUM) ON 4" DIA. PERF PIPE Tread 10 "Min @ 12" from most Narrow Point per IRC R311.5.3.2 2x4 Thrust Block T.O. Ridge Line T.O. Tot e T.O. Sulor T.O. TopPae Final Gra • e f4 TI = = III =11 4 A 1 1/4" Dia Min Handrail V V A > A > INTERIOR STAIR A A V A V Stringers (3) 2x12 Final Grade V A V I' V A > n A A 0 I T L� Guards to Comply w/ IRC Section R312 EX 3 RED MAY ,15: 2012 Fireblocking @ Mid -span CONCRETE FOOTING EINFORCING BARS KEY FOOTING WITH INSULATED SLAB FLOOR JOISTS PER PLAN BATT INSULATION PER PLAN 3/4" T &G OSB SUBFLOOR GLUED & NAILED BEAM PER PLAN BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANCHORS @ EACH POST A - V n 16" ii L ' V V > A A >~ \ O 0. SOLID BLOCKING 2X CLEAT ON EACH SIDE P.T. POST PER PLAN 6 MIL VAPOR BARRIER 4" POURED CONCRETE SLAB 6MIL. POLY VAPOR BARRIER — 5" GRANULAR FILL CONCRETE WALL PER STRUCTURAL 2" RIGID INSULATION A A A 2" RIGID INSULATION CONTINUOUS FOOTING Landing (if Required) to Conform to the 2003 IRC R311.5.4 Below Stairs install (1) Layer 1/2 G.W.B. on walls and ceiling Beam per Plan 2 N (2) #4 BAR CONTINUOUS Og ( MAY 15 2012 TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN © 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD WEATHER TIGHT CAULKING LEVEL OF FINAL GRADE SHALL REMAIN A MIN OF 6" BELOW EXTERIOR FINISH EXTENT OF EXCAVATION BACKFILL TIGHTLINE STORM D (4" SDR35) SAND STOP CONCRETE FOOTING 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE TYPICAL 2X EXTERIOR WALL: FINISH PER ELEVATION OVER 7# BUILDING PAPER AIR INFILTRATION BARRIER 1/2" SHEATHING 2x STUDS PRT PLAN @ 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X 9 1/2" LSL TIMBERSTRAND RIM BOARD FILL VOID WITH BATT INSULATION WEATHER TIGHT CAULKING FINAL GRADE EXTENT OF EXCAVATION BACKFILL SAND STOP CONCRETE FOOTING TIGHTLINE STORM DR4IN (4" SDR35) I 6" GRAVEL (MINIMUM) ON 4" DIA. WEEPING TILE 11 A V E.4 4 4 o a o 4 4 u ao 1- Id a' 4 4 • , o , L 1 I I I =1 I I =I I I =1 I l l �. L� r-I 6" MIN. A 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 3 "X3 "X1 /4" WASHERS PER SHEAR WALL SCHE 12" MAX. & 4 1/2" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 3 "X3" X1/4" WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. 4" 4 8" dr 4" 16" "10 6MIL. POLY VAPOR BARRIER OVER CONSTRUCTION FILL 2 "x6" PONY WALL 8" FOUNDATION WALL W/ CRAWL SPACE BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T &G OSB SUBFLOOR 9 1/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL FILL VOID WITH BATT INSULATION 8" POURED CONCRETE WALL 0 3 C C 0 Ir7 0 O #4 REINFORCING BAR VERTICAL @ 18" O.C. W/ ALTERNATE BENDS & HORIZONTAL © 10" O.C. (2) #4 REINFORCING BAR CONTINUOUS BASEBOARD TYPICAL I -JOIST FLOOR SYSTEM: 3/4" T &G OSB SUBFLOOR 91/2" TJI FLOOR JOISTS @ 16" o.c. w/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL L.1 11 2X6 STUDS (4/16" O.C. VAPOR BARRIER G.W.B. 2X P.T. SILL PLATE W/ ANCHOR BOLTS & 2 "X2 "X3116" WASHERS PER SHEAR WALL CHE 12" MAX. & 4 112" MIN. FROM ENDS & 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 2"X2" X3/16" WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. TYPICAL 8" CONCRETE WALL: 8" CONCRETE DAMPROOFING 2X STUDS PER PLAN @ 16" O.C. R21 BATT INSULATION AIRNAPOR BARRIER 112" DRYWALL OTTOM PLATE GRANULAR FILL MIL. POLY VAPOR BARRIER 4" POURED CONCRETE SLAB (2) #4 REINFORCING BAR CONTINUOUS K I:VitVVI:L) � CODE COMPLIANCE APPROVED JUL 31 2003 City Of Tukwila BUILDIN VJSION RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER ti 0 0 N •) • L d) 0 w 0 co 1— (75 CO Q CCU Lo M CY N M ILO CM a a) O N 0 I - U ■ 0 Vo V♦ O _c - t ;�1 I O 0 Z CZ O 17; O LL DESIGN LOADS: 23 8" Foundation Wall typical - See Detail IN HORIZ. TIE PONY WALL TO CONCRETE WALL © 8" Wall 11 H 4 4" SNOW FLOOR LIVE LOAD DECK LIVE LOAD BALCONY LIVE LOAD WIND SEISMIC DESIGN CATAGORY 'P1 -6 5.5' 21 4x1 U 11.5' 5/4" x 4" TK CEDAR OVER 2X10 JOISTS @ 16" O.C. - y THIS AREA ONLY CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS P1-6 (Pony Wall) - ALL 0 Covered Porch Above 3" 2" 1 1/2" 3/4" 1B1 3 1/2" x 9 1/2" PSL / (FLUSH) H STRUCTURAL GENERAL NOTES Deck Above MB1 4 H " 4" 25 PSF 40 PSF 40 PSF 40 PSF SEATTLE, 60 PSF ELSEWHERE 85 MPH, EXPOSURE B D (SITE CLASS D) 4x1 U 0 0 0 U) a) L U) 1 1-f P1 -6 6.25' 4" Poured Concrete Slab over 6mil Vapor Barrier over 4" Granular Fill 1 2x4 Firred Wall - Studs @ 16" O.C. (This Wall Only) 1H1 4x10 Garage Slab Above Slab on Grade 4" Poured Concrete Slab over 4" Granular Fill. Slope 4" to Overhead Door. Block Concrete Footing 16'A" for Overhead Door TOWNSEND MODEL FOUNDATION & MAIN FLOOR FRAMING PLAN, BASEMENT SHEAR WALLS 1/4" = 1' P1 -6 (Pony Wall) Vo CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2006 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. 0 y 4' 4" FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF 2,500 PSI, USING TYPE 1 CEMENT, AT LEAST 5 % SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS 1 A". REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2' -0" EACH DIRECTION OR BY LAPPING REINFORCING 2' -0" AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 ". WELDED OR MECHCNICAL CONNECTIONS SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: Step Down Foundation per Elevations See S2 23 . "(TIE PONY WALL TO - CONCRETE WALL) 11 o � © 18 Typ To Wall Corner Studs Hdr & STHD10 @ Ftg 4x10 Beam 1 -6 .75' CD P1-4 4x10 14 FB4 4x10 9 1/2" I- Joists TJI, Series 110 @ 16" O.C. FB1 4x4 PT Posts w/ PB44 Post Base & BC4 Post Cap Typ ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A -3O7 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W /3 "x3 "x1/4" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 6' OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE 2304.9A I.B.C. UNO. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND #1 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. 16 "X16 "X8" FTG W/ (2) #4 E.W. (BOT OF FTG @ 12" MIN FROM FINISHED GRADE) TYP UNO MHRD3 4x10 (Line of Floor Above 4x10 Hdr 2x6 Rafters @24 "O.C. (To Post) Line A (FLUSH) f Floor ove 2X8 P.T. LEDGER w/ (3) ROWS OF 5/16" dia X 4" LAG SCREWS @ 16" O.C. P1 P1- 7' • 2.33' ' 3 1/2" x 9 1/2" PSL (FLUSH) PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURER. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PRE - ENGINEERED STRUCTURAL LUMBERS: ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2,900 PSI, Fv = 285 PSI, FcII = 2,900 PSI, Fc 650PSI, AND E =2.0 E, UNO. JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS -JOIST CORPORATION AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ROOF, FLOOR, AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.S.B. (2) ROOF SHEATHING TO BE 1/2 INCH, SPAN RATING 32/16, FLOOR SHEATHINGS TO BE 3/4 INCH MIN. T &G, SPAN RATING 48/24, AND EXTERIOR WALL SHEATHING TO BE 1/2 INCH, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. 15 4x10 Double Joists N m 4x10 TOWNSEND MODEL UPPER FLOOR FRAMING & MAIN FLOOR SHEAR WALLS 1/4" = 1' 6X12 P.T. DF #1 20 13 3 ' 6 P1-4 2x8 PT @ 16" O.C. LUS26 HANGER TYP @ JOIST 4X4 P.T. POST w/ BC CAP & EPB BASE TYP UNO MHDR1 4x10 MONO TRUSSES @24 "O.C. 4x10 ., 4x10 P1 -4 P2 -3 Pour Conc Typ Walls to 3' High MAY ' ' 5; au 4bCV O Mp U rUik 4Cr CODS COMPLIANCE. APPRO p�P OCT I CA 0 9 .. I- RECEIVE CITY OF TUK LA APR 14 1008 PERMIT CENTER TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16" OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16" OC MAX., UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN LENGTH W/ 16d NAILS @ 3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 HF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER W/ 16d FACE NAILS @ 12" OC MAX. (7) SPIKE LAMINATED 2 -2x COLUMN FOR HOLDOWN W/ 16d FACE NAILS @ 4" OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1" PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL. CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SIT AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CV W O V Z a Z C► W > Q ZQ�� N =W o W F- � � W �_� Z � O Z cr9 W OLL '-OW 1— U) E— J W ci) W _ 0 M M -00 U) Z Z Q WZ I=' m 00 ~ W W C/) 0 U- G Q Q =O Z Z <CO �J O uO w Z LL Z 0 w W 01.. 2 ! 0_ Q January 03, 2008 V. ETIRLS 06/08/ SHEET S1 SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATHING NAILING (NOTE S 3 &5) BLKG OR JOIST TO TOP PLATE (NOTES 4, 5, & 11) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONCRETE FTG, SEE GENERAL NOTES) P1 -6 3/8" MIN 8d @ 6" O.C. 5/8" ANCHOR BOLTS @ 4' O.C. P1 -4 3/8" MIN 8d @ 4" O.C. / .2) 5/8" ANCHOR BOLTS @ 3' O.C. P1 -3 3/8" MIN 8d @ 3" O.C. `, 5/8" ANCHOR BOLTS @3' -4"O.C. (NOTE 7) P1 -2 3/8" MIN 8d @ 2" O.C. nF CO 5/8" ANCHOR BOLTS @ 2' -6" O.C. (NOTE 7) P2 -3 3/8" MIN, EACH FACE 8d @ 3" O.C. ■' V 5/8" ANCHOR BOLTS @ 1' -8" O.C. (NOTES 7 & 9) P2 -2 3/8" MIN, EACH FACE 8d @ 2" O.C. �/ O 5/8" ANCHOR BOLTS @ 1' -3" O.C. (NOTES 7 & 9) G2 -7 1/2" GWB, EACH FACE UNBLOCKED 5d COOLER © 7" O.C. (NOTE 6) j Q 5/8" ANCHOR BOLTS @ 6' O.C. G2 -4 1/2" GWB, EACH FACE UNBLOCKED 5d COOLER @ 4" O.C. (NOTE 6) 5/8" ANCHOR BOLTS @ 6' O.C. HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) UNBLOCKED II 19/32" MIN 10d @ 6" O.C. (NOTES 3 & 8) UNBLOCKED III 15/32" MIN 8d @ 4" (NOTE 3) BLOCKED NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE - PINE -FIR, OR BETTER, @ 16" OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTIONS. 5. COMMON NAILS, UNO. 6. APPLY TO ALL STUDS, TOP, AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS © 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12" OC ELSEWHERE) W W EL C7 0 W Z Z 0 J LL LL January 03, 2008 ` ,. o * 19568 o ".gIS 2 s � /ONAL. t' CXP RES 06/08/ 4 � SHEET S2 © CS16---, 12 P1 -6 u 20' 4x10 CID T, CS16 Girder Truss � 14x10 J El Trusses @ 24" O.C. 2' P1-4 24 4x10 Drag Strut Connector DSC (G.T. to Wall Top) (2) 6.25' `rJ P1 -4 CS16 @T &B Window Corner Ridge Line Iley Jack 24" O.C. CS16 TOWNSEND MODEL ROOF FRAMING & UPPER FLOOR SHEAR WALLS 1/4" = 1' 12 11 T ' / ,Girdee Truss 4x10 P1 -6 13' 0 x ti CS16 MAY 15 2.012 1)0 1 Kr. Gp�AP -��' APPRO 01.0 RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER CV ' W F3?) U Z Z C3� z Q� � — N = W O W I— J 0 ) C9 L o zco n W d- Q u- 0 O w z J C) W 2 of 2 0 o C/) *k <C W Z I_- 0 S co 00< w W 0 0 T1 SHEAR WALL PER PLAN HOLDOWN PER PLAN A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING, UNO 4" CONC. SLAB . e . 7/i9Y/` A *4616" OC (90° ALT HOOK 6 GOT) ROUGHEN 4 CLEAN - -fi 13 Sd64 or 2X BLK'G W /(3)IOd TOENAIL PER BLK'G IOd TOEN 6$11 O.G. WALL PER PLAN (4)IOd EA BLK'G RAFTER (OR TRUSS) PER PLAN FL JST PER PLAN 2x SOLID (TJI FOR TJI FL) BLK'G 6 48" OC 19 STUD WALL (2)1601 TO EA STUD 80164" OC 2X LEDGER RAFTER PER PLAN W/ (3)1Od TOENAILS TO LEDGER - 21 . d • • • .a A .TYF • °' 4 ,E I I 4 z / //0/Ac` 160169" P1 -6 WALL, 160166" P1 -4 WALL; 16d63" PI -3 WALL; 16d62" P1 -2 WALL; 16d€12 ELSEWHERE /I OR HDR PER PLAN STUD WALL (SHEAR WALL WHERE OCCURS) HOLDOWN PER PLAN 14 ri 801 6 O.C. 2x BLK W/ 16d 6 5 O.G. TRUSS PER PLAN A35 ( TO TOP PART OF RIM JST OR BM) FL JST PER PLAN WALL OR BM /W1 ' -- r SII II II (2) *4 BLDG PAPER ? DAM (BETWEEN CONC. 4 FL JST, 4 cq OVER SILL WALL PER PLAN HOLDOWN PER PLAN *4616" OC a0 c 4 "m DRAIN A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING, UNO (2) *4 ROUGHEN 4 CLEAN Pg1 5/4" CEDA DECKING STRAP PER PL (6 EA END OF DECK) FLASHIN DECK JST PER PLAN STUD WALL PER PLAN STUD WALL PER PLAN FL JST PER PLAN NOTE: FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIP GALVANIZED PER ASTM A -153 OR BE STAINLESS STEEL. 1Od TOENAIL 68 OC HOLDOWN PER PLAN PER UPP S.W. EDGE NAILING PANEL BREAK PER LOWER S.W. EDGE NAILING 4 DRAIN PER S.W. ED NAILING FOR SHEAR WALL / /� /O SPLICE LENGT 48 BAR DIA. 18 MIN. WASHED CLEAN GRAVEL a HOLDOWN PER PLAN • ROUGHEN 4 8 CLEAN PER PLAN � STUD WALL PER PLAN 160169 A.B. e 5' O.C. MAX (PER SHEAR WALL SCHD FOR SHEAR WALL) (2) *4 *5 612 O.C. q E *5615 "O,C, *4612 O.G. BACKFILL AFTER BASEMENT CONC. SLAB -ON -GRADE SHOWN ATTAIN DESIGN STRENGTH [4 II CONC S.O.G. SHEAR WALL PER PLAN 16d 2x RIM (1 3/4X LSL FOR TJI FL), UNO SHEAR WALL PER PLAN SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE FL JST PER PLAN SST1528 U.N.O. 2x6 NAILED TO RIM JST W /(2) ROWS 1601 6 2 1/2" O.C. MIN. WALL PER PLAN DRAG TIE PER PLAN 4' -6" HOLDOWN PER PLAN PER UPPCR S.W, EDGE NAILING 1001 TOENAIL A1%C BREAK PER LOWER S.W. EDGE NAILING (3)1601 TO NAILS EA BLK 22 z HDR PER PLAN 2 ROWS 16d 66" OC (2x STUDS) HOLDOWN, PER PLAN A.B. PER SHEAR WALL SCHD WALL TOP LATE *4 6I2' O.C. E.W (6 WALL ENTR; VERT BARS 9O° HOOKS 6 SOT) 23 SHEAR WALL PER 2x RIM (1 3/4X LSL FOR TJI FL), UNO SOLID BLK'G TO MATCH HOLDOWN 5.01 N8L FL JST PER PLAN FOR SIZE 2x SOLID (TJI FOR TJI FL) BLK e 48" OC SHEAR WALL PER PLAN 2X BLK'G W /(3)1001 TOENAIL PER BLK 1436 EVER OTHER TRUSS WALL PER PLAN 80164 OC ROOF TRUSS PER PLAN POST 4 POST EASE PER PLAN STRIP FTG PER PLAN FOR SIZE AND REINF. (MIN. 12" WI 2 - *4) FL JST PER PLAN A.B. PER SHEAR WALL SCHD. FOR SHEAR WALL (5' OZ. MAX FOR OTHER WALLS) (2) *4 *4612 O.G. (H) *4616 O.G. (v) *4616 O,C, 8 11 aA / /AV / I I 2 ROWS 16d6 5" P2 -3 SW (ALT 6 2.5 ") c4 II 8 11 4 DIA DRAIN P2 -3 SW SHEAR WALL PER PLAN 1001 TOENAILS 6 811 O.G. HOLDOWN PER PLAN E ER FL DIAPI -I EDGE NAILING (STAGGER) FL JST, PER PLAN 2 ROWS 16d6 5" P2 -3 SW (ALT 6 2.5 ") A.B. PER SHEAR WALL SCHD GABLE END TRUSS SHEATHED AND NAILED TO MATCH SHEAR WALL SHEAR WALL PANEL EDGE NAILING SHEAR WALL PLAN EQUAL, 24" MAX 2x4 MIN OUTRIGGER 6 4' MAX OC PANEL BREAK RUSS PER- PLAN 45° MAX 2X6 BLK'G W A23 CLIP EA END (6) 1001 TC BLK'G IAGONAL BRACING 6 45" MAX OC (2X6 FOR L >8', 2X4 FOR L.< 8') W/ (6) 16d TO BLK'G 4 A23 CLIP TO WALL TOP PLATE GALLON FRAMING IF DIAGONAL BRACING SHOWN ABOVE IS OMITTED 8l SHEAR WAL PER PLAN 2 ROWS 16d 612" 0. P1 -6 # P1 -4 WALLS, 2 ROWS I6d 6'1 O.C. P1 -3 4 P1 -2 WALLS, HOLDOWN P PLAN (2)2x, OR (1)4x OR 6x T'A'P, SWEAR WALL OUTSIDE CORNEIR SHEAR WALL PER PLAN MAY 15,_ 2012 24 12" MIN SHEAR WALL, PER PLAN ti STRAP PER PLAN, TYP EA CORNER ti WALL PLAN PER SHEAR 2X MIN BLK'G, T'IP SHEAR WALL, PER PLAN RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER . ti W O Z o0 Z C) W 0 �Q Z — N Q =W WI— J� W # Z � > N O Z � — " Z cY Ci W I oW O v-- Z 5 SHEET 1— co W Cn W ?� E 0 F- p0 U) Z Z Q W Z I— CO 00< W W D C0 a 0 u_ _J F- LU 0 J LL Q D a F- 0 co N December 21, 2007 ( :. m T A WAS 1 R P4Rrs S3 F- En ( 0 0 0 2 N- 0 x O I 0 EL 0 N- re) N 0 co x mot" 0 I 1-- z 0 U N) N 00 0 I U W r ° 03 m cn Q N r\ co co (0 x j o CD Co 0 N 0 o0 0 x U) J NO m 0 / n' a, f.-7 0 00 0 r roro N- (`J CV ua co co 0) M EL InL()ZN c o EL OD CO LJ_ lei Q1 - 1-ZLi z w►-D U l.LJ >Oww Li (n CL X 11 1 I CONNECT TO EX 4" 1 -4" GATE VALVE, 1 -4 "x8" DI REDUCER, 1 -2' SPOOL 4" 14.5 LF 8" 1 -8" COUPLING 5- • S. 139th ST. S. 140th ST. S. 141st ST. t ST. d ST. DESIGNED HPP DRAWN HPP CHECKED PDC // di n ro a TEE R (RJxFL) ( FLxMJ) DI PIPE DI PIPE SLEEVE x 2 6 S. 139th ST. di S. 142nd ST. a-1 di ik . n. 0 REVISED PER FIELD INFO S. 137th ST. S. 140th ST. 3 REVISED PER DISTRICT COMMENTS 12" FIR DITCH EX. FIRE HYDRANT 13908 1/2 45TH AVE S. REYNOLDS, ESTHER D IRENE 13908 3 co m SITE 2 REVISED PER DISTRICT COMMENTS 1 REVISED PER OWNER REVIEW COMMENTS SYM REVISION PARCEL NO. 734760 -0440 4502 S. 139TH ST TENDER, ZORAN & VI OLETA PARCEL NO. 734760 -0525 6" FIR E GE VICINITY MAP (NTS) " DECID. i .w 20'± -5 112 CO 1C PARCEL NO. 734760 -0445 (VACANT) METTLIN, JERRY D 03/13/06HPP PDC 02/10/06HPP PDC 9 -12 -05 LMR PDC 7/03 FPH PDC DATE BY APP'D 24" DECID a S Date NOV 006 By TH P s. An Engkieerh9 WATER METER (TYP.) FINAL METER LOCATION TO BE COORDINATED WITH DISTRICT & OWNER (TYP.) 4509 AS B ILT PARCEL NO. 734760 -0450 4514 S. 139TH ST METTLIN, JERRY D RESTORE GRASS SURFACE TO APPROXIMATELY MATCH EX. CONDITION. AC '. NI E AC A YL' :4..:k T 243 LF " DI, CL 52 - 1 39TH DEFLECT PIPE AT MAXIMUM ONE -HALF SINGLE MANUFACTUER'S RECOMMENDATION (TYP.b GRAVEL ULVERT WI 4: 1 ; , PARCEL NO. 734760-0540 4509 S. 139TH ST WISDON, MELYNDA J NOTE THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. . . . 4r . )> .i.. 4514 S. 140TH ST MALDONADO, ADRIAN C PARCEL NO. 734760 -0541 520 EX. WATER METER PARCEL NO. 734760 -0541 RESTORE j AC BERM; LOCATION OF SURFACE FEATURES AND UTILITIES SHOWN WEST OF CULVERT ARE APPROXIMATE BASED ON FIELD fr INFORMATION. VERIFY LOCATIONS AND CONTRACTOR 2 ALL UNDERGROUND UTILITIES LOCATED BEFORE COMMENCING WATER MAIN CONSTRUCTION IN S. 139TH ST. CONTACT ENGINEER IN CASE OF CONFLICT (TYP.) �\ 1 - 4" TEE RJ- J� FL .. -_._._ _` 2 .C,OU.P. Li G. x . 81�- , DI, CL 52 SPOOLS (PExPE) .. 1 xij ' 3v v. ' : I2EA -1LF & 1EA -6LF1 i:. 1 -4" GATE VALVE (FLxRJ) 1 -8 "x4" REDUCER, (FLxRJ) 1 -8" ADAPTOR (FLxRJ) 1 -8 "x6" TEE, ( RJxFL) 1 -6" GATE VALVE, (FLxRJ) 1 -FIRE HYDRANT ASSEMBLY, (RJ) 8 LF 6 ", CL 52 SPOOL, (RJ) 1 -8 "x8" TEE, ( RJxRJ) 1 -8" PLUG (MJ) ALL RJ SHALL BE MEGALUGS (TYP.) 1 -8 "x6" TEE, (FLxFL) 1 - 8" GATE VALVE, (FLxRJ) 1 - ADAPTER, (FLxRJ) 1 -6" GATE VALVE, (FLxRJ) 1 -FIRE HYD. ASSEMBLY, (RJ) A LL RJ =MEGA -LUGS (TYP.) AC PAVEMENT PARCEL NO. 734760 -0545 412(4 --- 1 s 750 Sixth Street South Kirkland, WA 98033 PH: (42.5) 827 -2014 1- 800 - 945 -8408 Kirkland . Seattle . Federal Way PARCEL NO. 734760 -0470 4524 S. 139TH ST BENSON, REONA 4525 S. 139TH ST GOSS, GERRILYNN -RE ORE GR SS SU FACE TO AP ROXIMATELY MA CH EX. CO DITION. rOiS Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. www.paceengrs.corn FAX: (425) 827 -5043 . Portland Awor RESTORE AC BERM 41 LF 8" DI, CL 52 41, I.E. WA 200.8 TOP SD 199.81 1 -8 " 45' BEND, (RJxRJ) )1nY4 M ....._ `rf MIN. OF (2) STI DI, CL 5 PI (FULL LENGTH- . BE REST AI (RJ) J INT {Yrii 2 SPOOL 0,4 204 Er98 *N '45 LF 8" DI, CL 52 RJ PTE IE. 191K) NW,S 1 -8" 45' BEND, (RJxRJ) 22.0' WA EASEMENT TO INCLUDE ALL OF, DRIVEWAY (TYP.) I.E. SS 205.53 TOP WA 201.0± S CROSSING IN ACCORDANCE WITH THE . CRITERIA FOR SEWAGE WORKS CONSTRUCTION LOCATE EXISTING WATER SERVICE LINE TO LOT 4525 SERVED FROM METER ON S. 140TH ST. CONNECT NEW METER TO SERVICE LINE. ABANDON EXISTING SERVICE AT S. 140TH ST. 4526 I.E. WA 211.00± - TOP SS 209.66 22.5' WATER EASEMENT TO INCLUDE ALL OF DRIVEWAY (TYP.) EXISTING 1,)RIVEWAY SIGNATURE I.E. WA 200.8± l 15 Q" \ WATER EASEMET \ 1 \ ` I� RIM 229.18 !: 216.70 N,W ROW 0 1 APPROVAL SUBJECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH FIRE MARSHAL. CITY OF TUKWILA GRADING AND /OR RIGHT -OF -WAY PERMIT , 30.0' \VACATED BROW .,, APPROVED FOR CONSTRUCTION KING COUNTY WATER DISTRICT NO. 126 DATE King County Water District No. 125 .rl ...22t 72 72 LF 8" DI, CL 52 RJ PIPE 1E i MAY ,I 5 2012 FIELD BOOK: SURV. CPU FILE: DATUM: is P 2 -8" 45V ENDS, (RJcF I. . SD 221,33 TOP . 221.3± _..� • REFERENCE INFORMATION \ \ \ N. \, \ \ \ \ \ , ..- ▪ \ -n \ \\ \ \ \ \ \ a \ \ \ \ \ \ \ � N N. N \ . N '` --� ` 'I', \ N N N. \ \. .- N N N. � T � N. N N. N: i \ ' ) N N. \ \ N. \ ' } a N. s, , .` \ ����� ` ' ■ X76 \ \ �' '� '� \ N z ;- -N71 15'17 - N-7 � N N. \ \ \ \ N N. N. ' \ `` - \ N. `., N. • N. N. N \ -,4k 1 ATION 9Ri AYS 1 Jr- DATE NOVEMBER 2006 SCALE \\ \ °�' \ \ \ \ \ \ 'C. \ \ \ . \ 1 " -20' 30.0' G \ \ \ .. �. \ \ \ \ \ N N \ VATION .'" ERS FOR / . ) RUT •ME ON .. PROVIDE M •fl` V MAIN- F0k - ALL I SI -T Ce . � ITIONS. N N N Q P • . DE'ACCURATE TER IN''D.EPTF1- ICI ARE& 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH, INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. `. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. 11. � m 26. ) ;c, W.D. NO.125 STANDARD NOTES: UTILITY CONFLICT NOTE CAUTION' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 20 FOSTER RIDGE SHORT PLAT WATER PLAN AS. BUILT GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 feet SHEET 40 Call before you Dig. RECEIVED CITY OF TUKWILA APR 14 2008 PERMIT CENTER 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) JOB NUMBER 05109.00 DWG NO.P8673wa04ASB.dwg [WAT OF 1 co co oo 0, n C0 C) CO Co Co Co co co co co co co co x 27.37' �4 rfaa Pi" 19 LF -6" 5 =0.01 raa > 100.01' CONSTRUCT CROSSING IN ACCORDANCE WITH D.O.E. CRITERIA FOR SEWAGE WORKS CONSTRUCTION END IE= 203.82 IE= 209.04 0.0' G °ESS TO 221 21 END IE= 209.88 81.04' 2 44 .54 ' DESIGNED HPP DRAWN HPP CHECKED PDC EX8 "SS 5= 0. 067_ — I AC PAVEMENT (PA VED) 2 1 SYM 4524 (PA VED 4525 IE= 188.40± IE= 190.95± IE= 191.41 IE =203.2 W EL c 00 J `n U) U) II ZCAO Ch REVISED PER DISTRICT COMMENTS REVISED PER OWNER REVIEW COMMENTS REVISION 30.0' VACATED ROW 9 -12 -05 7/03 DATE • EX. SSMH RIM 228.1± (ADJUST TO MATCH FG) LMR FPH BY PDC PDC APP'D .7f x 78 0 0 IE= 189.30 14 LF -6" PVC S =0.01 6" CLEANOUT AT END IE= 189.44 6" CLEANOUT AT END IE= 189.89 NOT ` �e - i4, 2 L Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 PH: (425) 827 -2014 1 - 800 - 945 - 8408 www.paceengrs.com FAX: (425) 827 -5043 Kirkland . Seattle . Federal Way Portland * S VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATTLE WE, 98169 REFERENCE INFORMATION HELD BOOK: SURV. CPU FILE: DATUM: i e V LJ) DATE JULY 2003 SCALE 1 " -20' 6 FEFEVENcE ()MGT GRAPHIC SCALE 20 0 10 20 40 Ktv CODE COMPLIANCE APPROV JUL 1 To City Of Tukwila ON BUILDING -p DIVISION_ RECEIVED CITY OF TUKWILA JUN 16 2000 PERMIT CENTER ( IN FEET ) 1 inch = 20 feet FOSTER RIDGE SHORT PLAT SEWER PLAN M AY , 15 2012 1 0 Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) JOB NUMBER 03053.00 DWG NO. P8673ss.DWG SHEET C 1 OF