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HomeMy WebLinkAboutBLD2006-01223 Garage - BLD Plot / Site Plans - 8/17/200607/11 /2006 09: 33 am General Notes 1. These notes are general in nature and do not set out all code requirements. It is the responsibility of the Builder to be familiar with the requirements of the codes. 2. All construction to conform to the current Building Code, local codes, state codes, the Washington State Energy Code, and the Washington State Ventilation Code. 3. No footings shall be placed on fill unless specifically allowed by the architect or structural engineer. 4. All footings to be minimum 12" below finish grade for single story areas and 18" below finish grade for two story areas. 5. All concrete to test 2,500 psi in 28 days. 6. Provide anchor bolts with 3" x 3" x 1/4" bearing plate washers at 4'-0" on center. No less than 2 per each section of mud sill and within 12" of each mud sill end. Conform to the International Residential Code. 7. Unless otherwise noted, the following grades of framing lumber shall be used: - 4 x beams shall be No. 2 grade Douglas fir -larch - 6 x beams shall be No. 1 grade Douglas fir -larch - Glu-lam beams shall be combination 24f, V4 grade (24f, V8 grade if cantilevered) - Floor and roof joist and rafters shall be No. 2 grade hem -fir or Douglas fir -larch - Studs in shear walls and studs connected to holdowns shall be No. 2 Douglas fir -larch - Studs shall be stud grade or No. 2 hem -fir or Douglas fir -larch 8. Unless otherwise shown, headers over exterior openings and over openings in interior bearing walls shall be 4x8 No. 2 Douglas fir -larch. 9. All metal connectors shown on the drawings shall be Simpson Strong -tie Connectors, unless ctherwise noted. Use only approved connectors for treated materials. 4. Design Parameters Live Loads: Snow= 25 PSF Floors= 40 PSF Decks= 65 PSF Dead Loads: Roofs= 15 PSF Floors= 12 PSF Partition= 10 PSF Deck= 10 PSF Earthquake Zone = Exposure Category = Wind Speed = Soil Bearing Capacity on firm, undisturbed soil. = D1 B 85 mph (3 second gusts) 1,500 PSI Notify architect if actual site conditions vary from the conditions listed herein. 11. Deck posts, beams, joists and decking shall be pressure treated, all purpose outdoor wood or of naturally rot resistant species. Contractor to verify that the material or finish on hangers and/or connectors are compatible with treated wood for decks. 12. All plywood and oriented strand board (OSB) and application to be in accordance with American Plywood Association standards and the International Residential Code. 13. Install solid, full depth blocking at all bearing points at joists and rafters. 14. Provide solid fireblocking around tubs and showers. 15. Unless shown otherwise, provide a 30"x18" crawlspace access. Location as determined by site conditions. 16. Provide 22"x30" attic access (if applicable) in location indicated or as required by code. 17. Guardrail height shall be 3'-0" high. Handrail height shall be 3'-0". Handrail required on al; stairs with four risers or more. Guardrails required on all landings and decks more than 30" above grade. Picket spacing on guardrails to be maximum 4" clear. 18. Stair riser height shall be maximum 7 3/4". Treads shall be minimum 10". Stairway width shall be minimum 36". 19. Chimneys, woodstoves, and fireplaces, and their installation, shall conform to the current Building Code. Provide seismic bracing for chimneys per code. Owner shall provide Contractor with chimney and woodstove specifications and setbacks. 20. All windows shall be horizontal sliders unless otherwise shown. 21. Each bedroom shall have one egress window or door conforming to the current Building Code. 22. All windows within a 24" radius of a door, or closer than 18" to the floor, or within 60" of tie bottom of a stairway must be safety glass. 23. Provide sheet metal flashing as required for a water tight job. 24. Plumb water heater P&T valve to exterior. 25. Install 110 volt smoke detector with battery backup in each sleeping room, each corridor giving access to sleeping rooms, and one on each level not containing sleeping rooms. Interconnect all smokf: detectors. 26. All electrical work shall conform to the National Electrical Code, State of Washington Electrical Code and local codes. 27. Plumbing and mechanical work (heating) shall conform to national, state, and local codes. 28. All hose bibbs shall have an approved vacuum breaker. 29. Install a 6 mil polyethylene vapor barrier on the top of the ground in the crawlspace. 30. Caulk, weatherstrip, or gasket around all windows, exterior doors, utility penetrations, etc. to limit air infiltration per Washington State Energy Code. Install flashing where required by code. 31. Install insulation deflectors in attic at soffit vents to assure proper ventilation. 32. All windows shall have Low-E glass and Argon gas unless otherwise noted. See WSEC/VIAQ Compliance form for further information prior to ordering windows. 33. Heat pumps and furnaces, and their installation, shall conform to the Mechanical Code and the Energy Code. 34. Provide dryer vent to exterior. 35. Owner or Contractor shall supply manufacturer, model number and sizes of heaters or furnace to Building Department. 36. Owner or Contractor shall supply bathroom, utility, and kitchen fan manufacturer and model number to the Building Department. 37. Whole house ventilation fan shall be controlled by a timer switch or dehumidifier control with a manual override switch. 38. All exhaust ducts shall conform to the Energy Code for diameter, length of run and number of elbows. Insulate to a minimum of R-4. 39. Provide tested outdoor air inlets of minimum of 4 square inch in each living area, sleeping a. -ea, cooking area and eating area. Inlets may be integrated with window frames or through -the -wall vents. Indicated on plan as (v�. 40. The Architect is not responsible for site conditions. This includes soil bearing capacities, slopes, surface or subsurface water conditions or any other surface or subsurface conditions. Buildings are designed with as assumed soil bearing capacity of 1,500 psf. Notify Architect of any site deficiencies encountered. o o.q" NEW DRIVEWAY I I0x1S.15 BED (SEPTIC1-7jr7/ r//// ////// RESERVE (SEPTIC) 20'-0" SIDE YARD S TBACK SEPTIC TRANSPORT LINE NEW FOOTPATH 1500 GAL SEPTIC HEAT PUMP 15'-0" COMMON LINE APPROX SHORELINE STEEP (VERTICAL) BA' (APPROX. LOCATION) PARCEL NO.: 22113-50-0004a LEGAL DESCRIPTION: STADIUM BEACH TR 21 EX 214 T.L. 4 TR 2 EXISTING WELL ACCESS ROAD 15' WELL RADIUS 10x3125 BED (SEPTIC) RESERVE (SEPTIC) MANIFOLS (IN VALVE BOX) -(SEPTIC) ♦ 3$ s . -�� s%0 , (FAG i I Site Plan Scale: 1" = 20'-0" NORTH ♦ • \ y \ \ i i i Pickering Passage i NOTES: I. ACTUAL LOCATION TO BE DETERMINED BY OWNER 4 CONTRACTOR AT JOB SITE 2. SEE GEOTECNINCAL REPORT FOR FURTHER REQUIREMENTS SWALE TO RUN SURFACE WATER AROUND HOUSE ROOF OVERHANGS TYP. CONNECT PERIMETER FTG. DRAIN E ♦ COLLECTOR TO 6" TIGHTLINE i i SILT PE E DURING CONSTRUCTION - SEE GEC. ECH. REPORT • DECK ABOVE 3 ' \_ D GJG r3ELL)ii1 30" !l5'. 6 EXISTING 6"4, TIGHTLINE TO BEA'SH i v Notes & Site Plan DOWNSPOUT • • Date I Checked by G_F. c 0 : Lt Drawn by E.W.iz. 0 Z e ..$) REGISTE ARCHIll RANT L OST OF WASHII 1 0 1 t- B 4) 0 0 CD U Z O C) C C 0 0 0 cti C O VJ Sheet Number T 6) 0 the Architect roduction or 07/11 /2006 09: 33 am General Notes 1. These notes are general in nature and do not set out all code requirements. It is the responsibility of the Builder to be familiar with the requirements of the codes. 2. All construction to conform to the current Building Code, local codes, state codes, the Washington State Energy Code, and the Washington State Ventilation Code. 3. No footings shall be placed on fill unless specifically allowed by the architect or structural engineer. 4. All footings to be minimum 12" below finish grade for single story areas and 18" below finish grade for two story areas. 5. All concrete to test 2,500 psi in 28 days. 6. Provide anchor bolts with 3" x 3" x 1/4" bearing plate washers at 4'-0" on center. No less than 2 per each section of mud sill and within 12" of each mud sill end. Conform to the International Residential Code. 7. Unless otherwise noted, the following grades of framing lumber shall be used: - 4 x beams shall be No. 2 grade Douglas fir -larch - 6 x beams shall be No. 1 grade Douglas fir -larch - Glu-lam beams shall be combination 24f, V4 grade (24f, V8 grade if cantilevered) - Floor and roof joist and rafters shall be No. 2 grade hem -fir or Douglas fir -larch - Studs in shear walls and studs connected to holdowns shall be No. 2 Douglas fir -larch - Studs shall be stud grade or No. 2 hem -fir or Douglas fir -larch 8. Unless otherwise shown, headers over exterior openings and over openings in interior bearing walls shall be 4x8 No. 2 Douglas fir -larch. 9. All metal connectors shown on the drawings shall be Simpson Strong -tie Connectors, unless otherwise noted. Use only approved connectors for treated materials. 4. Design Parameters Live Loads: Snow= 25 PSF Floors= 40 PSF Decks= 65 PSF Dead Loads: Roofs= Floors= Partition= Deck= 15 PSF 12 PSF 10 PSF 10 PSF Earthquake Zone = Exposure Category = Wind Speed = Soil Bearing Capacity on firm, undisturbed soil. = D1 B 85 mph (3 second gusts) 1,500 PSI Notify architect if actual site conditions vary from the conditions listed herein. 11. Deck posts, beams, joists and decking shall be pressure treated, all purpose outdoor wood or of naturally rot resistant species. Contractor to verify that the material or finish on hangers and/or connectors are compatible with treated wood for decks. 12. All plywood and oriented strand board (OSB) and application to be in accordance with American Plywood Association standards and the International Residential Code. 13. Install solid, full depth blocking at all bearing points at joists and rafters. 14. Provide solid fireblocking around tubs and showers. 15. Unless shown otherwise, provide a 30"x18" crawlspace access. Location as determined by site conditions. 16. Provide 22"x30" attic access (if applicable) in location indicated or as required by code. 17. Guardrail height shall be 3'-0" high. Handrail height shall be 3'-0". Handrail required on all stairs with four risers or more. Guardrails required on all landings and decks more than 30" above grade. Picket spacing on guardrails to be maximum 4" clear. 18. Stair riser height shall be maximum 7 3/4". Treads shall be minimum 10". Stairway width shill be minimum 36". 19. Chimneys, woodstoves, and fireplaces, and their installation, shall conform to the current Building Code. Provide seismic bracing for chimneys per code. Owner shall provide Contractor with chimney and woodstove specifications and setbacks. 20. All windows shall be horizontal sliders unless otherwise shown. 21. Each bedroom shall have one egress window or door conforming to the current Building Code. 22. All windows within a 24" radius of a door, or closer than 18" to the floor, or within 60" of the bottom of a stairway must be safety glass. 23. Provide sheet metal flashing as required for a water tight job. 24. Plumb water heater P&T valve to exterior. 25. Install 110 volt smoke detector with battery backup in each sleeping room, each corridor giving access to sleeping rooms, and one on each level not containing sleeping rooms. Interconnect all smoke detectors. 26. All electrical work shall conform to the National Electrical Code, State of Washington Electrical Code and local codes. 27. Plumbing and mechanical work (heating) shall conform to national, state, and local codes. 28. All hose bibbs shall have an approved vacuum breaker. 29. Install a 6 mil polyethylene vapor barrier on the top of the ground in the crawlspace. 30. Caulk, weatherstrip, or gasket around all windows, exterior doors, utility penetrations, etc. to limit air infiltration per Washington State Energy Code. Install flashing where required by code. 31. Install insulation deflectors in attic at soffit vents to assure proper ventilation. 32. All windows shall have Low-E glass and Argon gas unless otherwise noted. See WSEC/VIAQ Compliance form for further information prior to ordering windows. 33. Heat pumps and furnaces, and their installation, shall conform to the Mechanical Code and the, Energy Code. 34. Provide dryer vent to exterior. 35. Owner or Contractor shall supply manufacturer, model number and sizes of heaters or furnace to Building Department. 36. Owner or Contractor shall supply bathroom, utility, and kitchen fan manufacturer and model number to the Building Department. 37. Whole house ventilation fan shall be controlled by a timer switch or dehumidifier control with a manual override switch. 38. All exhaust ducts shall conform to the Energy Code for diameter, length of run and number of elbows. Insulate to a minimum of R-4. 39. Provide tested outdoor air inlets of minimum of 4 square inch in each living area, sleeping area, cooking area and eating area. Inlets may be integrated with window frames or through -the -wall vents. Indicated on plan as Ov . 40. The Architect is not responsible for site conditions. This includes soil bearing capacities, slopes, surface or subsurface water conditions or any other surface or subsurface conditions. Buildings are designed with as assumed soil bearing capacity of 1,500 psf. Notify Architect of any site deficiencies encountered. NEW DRIVEWAY I0x1515 BED (SEPTI - //'7/7// r/// RESERVE (SEPTIC)/� I I L_ _ 1 20'-.G�" SIDE YARD S TBACK SEPTIC TRANSPORT LINE NEW FOOTPATH 500'41'0 1500 GAL SEPTIC cfl HEA': PUMP i I T 26'-6" 15'-0" COMMON LINE TBACK APFROX SHORELINE STEEP (VERTICAL) BA (APPROX. LOCATION) PARCEL NO.: 22113-50-00045 LEGAL DESCRIPTION: STADIUM BEACH TR 21 EX 21A T.L. 4 TR 2 EXISTING WELL ACCESS ROAD 15' WELL RADIUS I0x3I25 BED (SEPTIC) • RESERVE (SEPTIC) ♦ MANIFOLS (IN VALVE BOX) -(SEPTIC) ♦ 3,1 S Site Plan Scale: 1" = 20'-0" NORTI-4 i i i i i Pickering Passage i i NOTES: I. ACTUAL LOCATION TO BE DETERMINED BY OWNER 4 CONTRACTOR AT JOB SITE 2. SEE GEOTECHINCAL REPORT FOR FURTHER REQUIREMENTS SWALE TO RUN SURFACE WATER AROUND HOUSE ROOF OVERHANGS TYP. CONNECT PERIMETER FIG. DRAIN 4 DOWNSPOUT ♦ COLLECTOR TO 6" TIGHTLINE ♦ i SILT PE DURING CONSTRUCTION - SEE GENECH. REPORT ♦ DECK ABOVE 3 ' DELOW 30" Il5_�\ 6 "t EXISTING • TIGHTLINE TO BEACH APPROVED mAsty,1/4„, Den PLANNING By • 000 Notes & Site Plan • • Ci Checked by G.F. Revision E ii d _.., .., (s) (i) 1-,) 3221 REGISTERED ARCHITECT GRANT L. OSTER STATE OF WASHINGTON tO Q) 113 cow .0 a) Lt EC 0 CD 0 0 co cts Project Number Sheet Number 01 0 0 01 • 0 0 0 CC E In 0 0 N 1.0 CO 0 General Notes 1. These notes are general in nature and do not set out all code requirements. It is the responsibility of the Builder to be familiar with the requirements of the codes. 2. All construction to conform to the current Building Code, local codes, state codes, the Washington State Energy Code, and the Washington State Ventilation Code. 3. No footings shall be placed on fill unless specifically allowed by the architect or structural engineer. 4. All footings to be minimum 12" below finish grade for single story areas and 18" below finish grade for two story areas. 5. All concrete to test 2,500 psi in 28 days. 6. Provide anchor bolts with 3 x 3" x 1/4" bearing plate washers at 4'-0" on center. No less than 2 per each section of mud sill and within 12" of each mud sill end. Conform to the International Residential Code. 7. Unless otherwise noted, the following grades of framing lumber shall be used: - 4 x beams shall be No. 2 grade Douglas fir -larch - 6 x beams shall be No. 1 grade Douglas fir -larch - Glu-lam beams shall be combination 24f, V4 grade (24f, V8 grade if cantilevered) - Floor and roof joist and rafters shall be No. 2 grade hem -fir or Douglas fir -larch - Studs in shear walls and studs connected to holdowns shall be No. 2 Douglas fir -larch - Studs shall be stud grade or No. 2 hem -fir or Douglas fir -larch 8. Unless otherwise shown, headers over exterior openings and over openings in interior bearing "walls shall be 4x8 No. 2 Douglas fir -larch. 9. All metal connectors shown on the drawings shall be Simpson Strong -tie Connectors, unless otherwise noted. Use only approved connectors for treated materials. 4. Design Parameters Live Loads: Snow= 25 PSF Floors= 40 PSF Decks= 65 PSF Dead Loads: Roofs= 15 PSF Floors= 12 PSF Partition= 10 PSF Deck= 10 PSF Earthquake Zone = Exposure Category = Wind Speed = Soil Bearing Capacity on firm, undisturbed soil. = D1 B 85 mph (3 second gusts) 1,500 PSI Notify architect if actual site conditions vary from the conditions listed herein. 11. Deck posts, beams, joists and decking shall be pressure treated, all purpose outdoor wood or of naturally rot resistant species. Contractor to verify that the material or finish on hangers and/or ccnnectors are compatible with treated wood for decks. 12. All plywood and oriented strand board (OSB) and application to be in accordance with American Plywood Association standards and the International Residential Code. 13. Install solid, full depth blocking at all bearing points at joists and rafters. 14. Provide solid fireblocking around tubs and showers. 15. Unless shown otherwise, provide a 30"x18" crawlspace access. Location as determined by site conditions. 16. Provide 22"x30" attic access (if applicable) in location indicated or as required by code. 17. Guardrail height shall be 3'-0" high. Handrail height shall be 3'-0". Handrail required on a'l stairs with four risers or more. Guardrails required on all landings and decks more than 30" above grade. Picket spacing on guardrails to be maximum 4" clear. 18. Stair riser height shall be maximum 7 3/4". Treads shall be minimum 10". Stairway width shall be minimum 36". 19. Chimneys, woodstoves, and fireplaces, and their installation, shall conform to the current Building Code. Provide seismic bracing for chimneys per code. Owner shall provide Contractor with chimney and woodstove specifications and setbacks. 20. All windows shall be horizontal sliders unless otherwise shown. 21. Each bedroom shall have one egress window or door conforming to the current Building Code. 22. All windows within a 24" radius of a door, or closer than 18" to the floor, or within 60" of the bottom of a stairway must be safety glass. 23. Provide sheet metal flashing as required for a water tight job. 24. Plumb water heater P&T valve to exterior. 25. Install 110 volt smoke detector with battery backup in each sleeping room, each corridor giving access to sleeping rooms, and one on each level not containing sleeping rooms. Interconnect all smoke detectors. 26. All electrical work shall conform to the National Electrical Code, State of Washington Electrical Code and local codes. 27. Plumbing and mechanical work (heating) shall conform to national, state, and local codes. 28. All hose bibbs shall have an approved vacuum breaker. 29. Install a 6 mil polyethylene vapor barrier on the top of the ground in the crawlspace. 30. Caulk, weatherstrip, or gasket around all windows, exterior doors, utility penetrations, etc. to limit air infiltration per Washington State Energy Code. Install flashing where required by code. 31. Install insulation deflectors in attic at soffit vents to assure proper ventilation. 32. All windows shall have Low-E glass and Argon gas unless otherwise noted. See WSEC/VIAQ Compliance form for further information prior to ordering windows. 33. Heat pumps and furnaces, and their installation, shall conform to the Mechanical Code and the Energy Code. 34. Provide dryer vent to exterior. 35. Owner or Contractor shall supply manufacturer, model number and sizes of heaters or furnace to Building Department. 36. Owner or Contractor shall supply bathroom, utility, and kitchen fan manufacturer and model number to the Building Department. 37. Whole house ventilation fan shall be controlled by a timer switch or dehumidifier control with a manual override switch. 38. All exhaust ducts shall conform to the Energy Code for diameter, length of run and number of elbows. Insulate to a minimum of R-4. 39. Provide tested outdoor air inlets of minimum of 4 square inch in each living area, sleeping area, cooking area and eating area. Inlets may be integrated with window frames or through -the -wall vents. Indicated on plan as Ov . 40. The Architect is not responsible for site conditions. This includes soil bearing capacities, slopes, surface or subsurface water conditions or any other surface or subsurface conditions. Buildings are designed with as assumed soil bearing capacity of 1,500 psf. Notify Architect of any site deficiencies encountered. • • NEW DRIVEWAY I0x18.15 BED (SEPTIC- �jr%// /.' RESERVE (SEPTIC) r/ 20'-0" SIDE YARD S TBACK SEPTIC TRANSPORT LINE ul NEW FOOTPATH 1500 GAL SEPTIC "r cn HEAT PUMP T L_ - 1 26'-6" 15'-0" COMMON LINE TBACK"0 APPROX SHORELINE STEEP (VERTICAL) BA' (APPROX. LOCATION) F4RCEL NO.: 22113-50-0004!& LEGAL DESCRIFTION: ST,4DIUM BEACH TR 21 EX 21A T.L. 4 TR 2 • \' \ 7 \ EXISTING WELL ACCESS ROAD 15' WELL RADIUS I0x3125 BED (SEPTIC) RESERVE (SEPTIC) MANIFOLS (IN VALVE BOX) -(SEPTIC) ♦ 4 3 �5 . Site Plan Scale: 1" = 20'-0" \ \ \ NORTI-4 i \ \ \ Pickering Passage \ NOTES: I. ACTUAL LOCATION TO BE DETERMINED BY OWNER 4 CONTRACTOR AT JOB SITE 2. SEE GEOTECHINCAL REPORT FOR FURTHER REQUIREMENTS SWALE TO RUN SURFACE WATER AROUND HOUSE ROOF OVERHANGS TYP. CONNECT PERIMETER FIG. DRAIN 4 DOWNSPOUT ♦ COLLECTOR TO 6" TIGHTLINE • SILT FEI.E DURING CONSTRUCTION - SEE GEG ECIa. REPORT • DECK ABOVE 3 ' \ \ D CSC i3EL.OW 30" EXISTING • • \ 6"4) TIGHTLINE TO BEAtSH \ i i IPRAP e OUTFALL i -;00;°°°°°°. V V V V 7 7 APPROVED MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE rES SUBJECT TO APPROVAL PLAN PLO1 REVISION REyElVfD DATE 2-50 \1.1 SETBACKS ARE MEASURED ' FROM THE FURTHEST PROJECTION OF THE BUILDING cki Date Checked by G.F. o ot ki Revision Drawn by E .W.R. I - 221 REGISTERED A HITECT GRANT L FOSTER 'ATE OF WASHINGTON a Sheet Contents General Notes 4 cu 0 cn 0 0 0 0 0 a) cn o cn E a co to co 0 0 N 10 co 0 General Notes 1. These notes are general in nature and do not set out all code requirements. It is the responsibility of the Builder to be familiar with the requirements of the codes. 2. All construction to conform to the current Building Code, local codes, state codes, the Washington State Energy Code, and the Washington State Ventilation Code. 3. No footings shall be placed on fill unless specifically allowed by the architect or structural enc;ineer. 4. All footings to be minimum 12" below finish grade for single story areas and 18" below finish grade for two story areas. 5. All concrete to test 2,500 psi in 28 days. 6. Provide anchor bolts with 3" x 3" x 1/4" bearing plate washers at 4'-0" on center. No less than 2 per each section of mud sill and within 12" of each mud sill end. Conform to the International Residential Code. 7. Unless otherwise noted, the following grades of framing lumber shall be used: - 4 x beams shall be No. 2 grade Douglas fir -larch - 6 x beams shall be No. 1 grade Douglas fir -larch - Glu-lam beams shall be combination 24f, V4 grade (24f, V8 grade if cantilevered) - Floor and roof joist and rafters shall be No. 2 grade hem -fir or Douglas fir -larch - Studs in shear walls and studs connected to holdowns shall be No. 2 Douglas fir -larch - Studs shall be stud grade or No. 2 hem -fir or Douglas fir -larch 8. Unless otherwise shown, headers over exterior openings and over openings in interior bearing walls shall be 4x8 No. 2 Douglas fir -larch. 9. All metal connectors shown on the drawings shall be Simpson Strong -tie Connectors, unless otherwise noted. Use only approved connectors for treated materials. 4. Design Parameters Live Loads: Snow= 25 PSF Floors= 40 PSF Decks= 65 PSF Dead Loads: Roofs= Floors= Partition= Deck= 15 12 10 10 PSF PSF PSF PSF Earthquake Zone = Exposure Category = Wind Speed = Soil Bearing Capacity on firm, undisturbed soil. = D1 B 85 mph (3 second gusts) 1,500 PSI Notify architect if actual site conditions vary from the conditions listed herein. 11. Deck posts, beams, joists and decking shall be pressure treated, all purpose outdoor wood o of naturally rot resistant species. Contractor to verify that the material or finish on hangers and/or connectors are compatible with treated wood for decks. 12. All plywood and oriented strand board (OSB) and application to be in accordance with American Plywood Association standards and the International Residential Code. 13. Install solid, full depth blocking at all bearing points at joists and rafters. 14. Provide solid fireblocking around tubs and showers. 15. Unless shown otherwise, provide a 30"x18" crawlspace access. Location as determined by site conditions. 16. Provide 22"x30" attic access (if applicable) in location indicated or as required by code. 17. Guardrail height shall be 3'-0" high. Handrail height shall be 3'-0". Handrail required on au stairs with four risers or more. Guardrails required on all landings and decks more than 30" above grade. 'icket spacing on guardrails to be maximum 4" clear. 18. Stair riser height shall bel maximum 7 3/4". Treads shall be minimum 10". Stairway width shall be minimum 36". 19. Chimneys, woodstoves, and fireplaces, and their installation, shall conform to the current Building Code. Provide seismic bracing for chimneys per code. Owner shall provide Contractor with chimney and woodstove specifications and setbacks. 20. All windows shall be horizontal sliders unless otherwise shown. 21. Each bedroom shall have one egress window or door conforming to the current Building Code. 22. All windows within a 24" radius of a door, or closer than 18" to the floor, or within 60" of the bottom of a stairway must be safety glass. 23. Provide sheet metal flashing as required for a water tight job. 24. Plumb water heater P&T valve to exterior. 25. Install 110 volt smoke detector with battery backup in each sleeping room, each corridor giving access to sleeping rooms, and one on each level not containing sleeping rooms. Interconnect all smoke detectors. 26. All electrical work shall conform to the National Electrical Code, State of Washington Electrical Code and local codes. 27. Plumbing and mechanical work (heating) shall conform to national, state, and local codes. 28. All hose bibbs shall have an approved vacuum breaker. 29. Install a 6 mil polyethylene vapor barrier on the top of the ground in the crawlspace. 30. Caulk, weatherstrip, or gasket around all windows, exterior doors, utility penetrations, etc. to limit air infiltration per Washington State Energy Code. Install flashing where required by code. 31. Install insulation deflectors in attic at soffit vents to assure proper ventilation. 32. All windows shall have Low-E glass and Argon gas unless otherwise noted. See WSEC/VIAQ Compliance form for further information prior to ordering windows. 33. Heat pumps and furnaces, and their installation, shall conform to the Mechanical Code and the Energy Code. 34. Provide dryer vent to exterior. 35. Owner or Contractor shall supply manufacturer, model number and sizes of heaters or furnace to Building Department. 36. Owner or Contractor shall supply bathroom, utility, and kitchen fan manufacturer and model number to the Building Department. 37. Whole house ventilation fan shall be controlled by a timer switch or dehumidifier control with a manual override switch. 38. All exhaust ducts shall conform to the Energy Code for diameter, length of run and number of elbows. Insulate to a minimum of R-4. 39. Provide tested outdoor air inlets of minimum of 4 square inch in each living area, sleeping area, cooking area and eating area. Inlets may be integrated with window frames or through -the -wall vents. Indicated on plan as Ov . 40. The Architect is not responsible for site conditions. This includes soil bearing capacities, slopes, surface or subsurface water conditions or any other surface or subsurface conditions. Buildings are designed with as assumed soil bearing capacity of 1,500 psf. Notify Architect of any site deficiencies encountered. RESERVE (SEPTIC) NEW DRIVEWAY 10xIS.15 BED (SEPTIC 7/'7/TT// 1/La_z 20'-0" SIDE YARD S TBACK SEPTIC TRANSPORT LINE w NEW FOOTPATH �r N 1500 GAL SEPTIC HEAT PUMP I T L_ - 1 26'-6" 15'.-0" COMMON LINE : TRACK APPROX SHORELINE STEEP (VERTICAL) BA (APPROX. LOCATION) PARCEL NO.: 22113-50-0004.S LEGAL DESCRIPTION: STADIUM BEACH TR 21 EX 21A T.L. 4 TR 2 \' EXISTING WELL ACCESS ROAD 15' WELL RADIUS 10x3I25 BED (SEPTIC) RESERVE (SEPTIC) MANIFOLR (IN VALVE BOX) -(SEPTIC) \ G'L �a� -\ S oa o VN Site Plan Scale: 1" = 20'-0" \ NORTH \ i Pickering Passage i i PLAN PLOT REVISION RECEIVEp DATE C?Z-C- ENVIRONMENTAL HEALTH NOTES: I. ACTUAL LOCATION TO BE DETERMINED BY OWNER 4 CONTRACTOR AT JOB SITE 2. SEE GEOTECHINCAL REPORT FOR FURTHER REQUIREMENTS I i S:W'ALE TO RUN SURFACE WATER ABOUND HOUSE ROOF OVERHANGS TYP. CONNECT PERIMETER FTG. DRAIN t DOWNSPOUT COLLECTOR TO 6" TIGHTLINE i SILT PE E DURING CONSTRUCTION - SEE GEG ECH. REPORT DECK ABOVE 3 \ DECK BELOW 30" \ EXISTING \ 6"4' TIGHTLINE TO BEA'SH \ , IPRAP OUTFALL - ' \ i / / / ,.. i v (/ e CtS CD 0 U- fw©hctc.corn 1 w (360)426-2926 (360)426-0511 CO LO 00 rn C 0 In 0 C 0 O X 0 m c a- Sheet Contents N General Notes 4 0 O C) .0 U) as C 0 C 2 C O a/�) C / Project Number 2006004 Sheet Number T 0 O 0 LE 0 0 a) 0 L CD 4- 0 0 C (13 a) Reproduction or re —use of these drawings without written permission of the Architect is prohibited Lo o CO s CD z c Project Number 200 OO4 w CD r-o- M 4 z rt E. A Sheet Contents Garage Plans and Section ri o Fries 0 CD 0 x 0 N 0 CD 0 0 O CO CO 01 00 11.g0-9Zt(090 -n D X 9Z6Z-9Zt(092) m 0 9 C) 9 i-) 0 MEI • • m 0 co • • • • CD • • . • • • • rola —■ CD C) rogs Cl) . • • • • • • . • a co S CD Q1 3221 i G 1 STATE OF 0 0 Drawn by E.UJ.R. 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J-.- „9l slslof 2!V'b zJdd "71 — ,10-,IZ -1-7W39 Taal O NI S13-41no s 30N7H 1 I In IN9 rfil 9NV11 1 T SIN 9 da L"1 0005 109 ,gLI1 „9-,9 lers 0 X9I (pi Z13aV 3r� J V 7 n7� r iislX9/ Qa alo llatib'dH n U Id JOOld u!J I;?1LXm6 190d 91 f.Xtr J r�o llalivdM 139N'v'H stsn9H NO9c I9 7n7 „z46 X „_i WIS (Z) do "dJ.l N „6- ,01 L_ "No"n s31979 911 "m "1X3 11'v' 'd.).1 E L__ „0-,91 9NI W Al _L_J „9-, Zl irvNclaetvn� 31dV21 7-da IIXZ L A — •0"O „trZ s szl3ldV'd 7-da PNII-W d31440C1 1 1_ T_Oe] _l r A„0-,' r L_J_ cl3WaJa A O,I9-,fil J IJ a le 133He 339 - 9111oT1'v'O 'GH P VNI,Ib'N Tire N a N e 6 "d-.1 3nO9V N't7Hzl3AO uP-�l = ����1 •aI��S (Rid aooId aaddfl N N 0 (L.l) 190d 9X9 a 0 M .41 SITE MEASURE WINDOWS PRIOR TO ORDERING 50 H. 40 s. 40 H 40 South Elevation Scale: 1/411 = 1'-011 40 H 40 .o. 5/4 x 12 CEDAR BARGE BOARD 5/4 x S CEDAR FASCIA PRE -FINISHED GUTTER - DOWNSPOUTS TO BE LOCATED ON SITE Ix3ORIx4CORNER, WINDOW AND DOOR TRIM TYP. CEDAR T4G SIDING North Elevation Sca le: 1/411 = 11-011 METAL ROOFING TYP. 40 o.. I 160 10 OGD. 9010 OG.D. i JI East Elevation Sca le: 1/4" = 1'-011 West Elevation Scale: 1/411 = 1'-0h1 LEAVE OUT 4 x 12 4 2 x 6's 9 HEAT DUCTS FLOOR SI-1EATNING 2 x 6's 4 x 12 II,/e" BCI 6500 SERIES FLOOR JOISTS 2x4VERT.e24"O.C. 11/2114 THREADED RODS 32" O.C. WELDED TO TOP OF BM. ITT351I.8S TOP FLANGE HANGER STEEL CENTER BM. IN GARAGE GYP. BD. 2 x 6 6___ LL1L \I 1/2". THREADED ROD m 32" O.C. WELDED TO BOTTOM OF BM. 2x4e24"O.C. - A-35's to 48" O.C. r BM. THAT CANTILEVERS FOR DECK II" Il" Section Thru Center Beam Over Garage Scale: 11/211 = 11-011 /8 3/16 GLU-LAM BM. SIMPSON ECCQ COL. CAP 6x6POST 2 x 4 ANGLE WELDED TO TOP OF STEEL ;BEAM EA. SIDE OF 6x6 W/(2) -548" BOLTS e 1/2" WEB STIFFENERS EA. SIDE IE 1/2 x 1 x 0'-11/2" STEEL PLATE W/2-3/4"4, M. BOLTS T.S. COL. - SEE PLAN e 1/2x x 0'-10" STEEL PLATE W/(2) 54," x 12" ANCHOR BOLTS FND. WALL ADDIT. VERT. BARS 6 A.B. LOGS. 4S" SQUARE x 16" THICK CONC. FTG. W/45 BARS a 6" O.C. EA. WAY Steel Col. to Steel Beam Connection Detail Scale: 3/4.11 = 11-/7111 5 1/2" 1E1/2 x 51/2 x 0'-I0"iET W/(2) 1/2" ANCHOR BOLTS 4" x 4" x 1/4" STEEL TUBE COL. Plan View of Base Plate 1 I/2" 1/2" r- 12'i2 x1x0'-1oi2" BRG. FET 11/2" TYP. Plan View of Bearing Plate @ Top of T.S. Column CO 0 0 N CD ill 1 c y Checked by G.P. d) C 0 a) Q) W Q) 61 to L to Revision Drawn by E,ll),i�, — 0 Z 1 REGISTERED A HITECT RANT L FOSTER : OF WASHINGTON U 1 1, Q 0 - a) c 0 0 - 0 0 1. Q a) -4 - -, 0 C 0 U) E a) 0 (1.) • • 1/I 0 -o a) a) w a) 0 0 0 O 0 a) Project Number 2 00& 004 Sheet Number