02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. JOHNSON RESIDENCE 1,711 SQUARE FEET Minor corrections & comments are in red. Sheets P, M and E are for reference and are not needed to do the special project. ABBREVIATIONS: JOHNSON RESIDENCE AFF ABOVE FINISH FLOOR JBE JOIST-BEARING ELEVATION T TITLE PAGE ALUM ALUMINUM MAT. MATERIAL B.O.C. BOTTOM OF CEILING 00 ON CENTER a SPECIFICATIONS BOT BOTTOM RTU ROOF -TOP UNIT Al SITE PLAN CB CIRCUIT BREAKER TEMP . TEMPERED GLASS AZ FLOOR PLAN CJ CONSTRUCTION JOINT THRES. THRESHOLD CMU CONCRETE MASONRY UNIT CONCRETE THK . THICKNESS A3 EXTERIOR ELEVATIONS CONC T.O.F. TOP OF FOOTING A4 EXTERIOR ELEVATIONS CONT. CONTINUOUS T.O.M. TOP OF MASONRY DEPT . DIA DEPARTMENT DIAMETER T.O.WIN. TOP OF WINDOW A5 BUILDING SECTIONS TYP TYPICAL A6 FINISHES AND INT. ELEVATIONS TITLE PAGE 3/10/05 DATE: SCALE: NONE SHEET : T EA EACH VERT VERTICAL FIN FL FINISH FLOOR ELEVATION HM HOLLOW METAL HWD HARDWARE TABLE OF CONTENTS A7 DETAILS A8 5 DETAILS STRUCTURAL P PLUMBING PLAN M HVAC PLAN E ELECTRICAL PLAN 02/ 28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA, PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. SPECIFICATIONS: Construction shall comply with the 2003 International Building Code. 3.1. Footing and foundation concrete to 3,500-psi engineered concrete. 32 Slab concrete to 4,000-psi engineered concrete. 33 All rebar is to be lapped 18". 4.1 Brick veneer to be 2-1/ 4"x3-3/ 4"x8-1/ 4" brick with 1/ 2" mortar joint installed with a running bond . 4.2. Brick ties are to be placed at 24" on center both ways. 4.3 Lintels used to support brick veneer are to be L3"x3" x1/ 4" shopped primed and painted to match brick. 6.1. All wood framing to be Douglas fir # 2. 6.2. Seal Sill to be used under all plate. 6.3. All headers to be 2@2" NO" unless noted 6.4. Header above the garage door to be 3-1/ 2"x12" GLB. 6.5 Exterior walls to be wrapped with Tyvek, 6.6. Truss manufacturer to prepare and submit calculations for trusses. 6.7. Attach all trusses to walls with Simpson HI ties. 6.8. Base to be 4-1/ 4" colonial. 6.9. Door trim to be 3" colonial. 6.10. Shelving to be 3/ 4" particle board mounted on "x4" hook strips. 6.11. Cabinetry to be oak cabinets with raised panel doors. 6.12. Countertops to be tri-cove plastic laminate over particle board. 6.13. Cabinet pulls to be solid brass, round pulls. 7.1. Wall and floor insulation to be unfaced fiberglass batt insulation. 1.2. Roof insulation to be blown fiberglass insulation. 73. Stucco to be synthetic stucco over base and brown coats. 7.4. Stucco to be reinforced with I" poultry fencing lapped 3" at edges. 7.5. Siding to be double-six aluminum siding, 7.6. Provide rain gutter around the entire perimeter of the building with down spouts at the comers. 7.7. Provided turtle vents in the upper 1/ 3 of the roof at a rate of I square foot of ventilation per 300 square feet of roof measured in plan view. 8.1. All doors to be prelung with wood frames . 8.2. Hardware shall be as follows: Group 1: Front Entrance, Garage Entrance, and Patio: 1-1/ 2 pair hinges I ea keyed lockset I ea deadbolt I set weather stripping I ea threshold I ea wall-mounted door stop Group 2: Garage/ Dining Room Door: I pair hinges I spring hinge I ea lockset Iset weather stripping I ea threshold I ea wall-mounted door stop Group 3: Mechanical Room: 1-1/ 2 pair hinges per door I ea passage lockset 2 ea throw bolt I ea astragal 2 ea wall-mounted door stop Group 4: Bedroom and Bathroom Doors: 1-1/ 2 pair hinges I ea privacy lockset I ea wall-mounted door stop Group 5: Laundry and Single-Hung Closets: 1-1/ 2 pair hinges I ea passage lockset I ea wall-mounted door stop Group 6: Bifold Closets: 2 ea pulls to match cabinets 8.3. Hardware finish to be bright brass. 8.4. Windows to be white vinyl. 8.5. Overhead door to be prefinished insulated overhead door with 1/ 2-hp screw-drive opener with I each keyless entry and 2 each remotes, 9.1. 8" x8" tile thin set to be installed in laundry, bathroom, and master toilet room. 9.2 Laminate flooring to be installed in the kitchen and dining rooms. 9.3. Vinyl composition tile ( VCT) to be installed in the mechanical room. 9.4. Carpet to be installed in all other rooms. 9.5. Interior wall paint to be: One coat of PVA primer Two coats of interior Latex paint 9.6. Exterior door paint: One coat of oil-based primer Two coats of exterior latex paint IO.I. Toilet paper holder single-roll chrome, one per bathroom. 10.2 Towel bar to be 30" wide chrome, one per bathroom. 10.3. Towel ring to be chrome, one per bathroom. II.J. Appliance to be provided by others . 12.1 . Window blinds to be provided by others. 22.1. All water lines are to be copper. 22.2. Sewer line to be ABS. 22.3. Hot water heater to be 40-gallon gas. 22.4. Water closet to be white vitreous china. 22.5. Vanities to be oval white vitreous china with single-handle chrome faucets. 22.6. Kitchen sink to be 18-gage stainless steel with single-handle chrome faucets. 22.7. Provide washer box in laundry room. 22.8. Provide icemaker supply box behind refrigerator. 22.9. Shower enclosures to be chrome with hammered glass. 22.10. Shower wall to be cultured marble. 22.11. Shower to have a single-handle chrome faucet. 22.12. Bathtub in main bathroom to be porcelain over cast iron with tub/ shower chrome faucet and cultured marble surround. 22.13. Bathtub in master bathroom to be fiberglass, jetted tub with single-handle chrome faucet. 23.1. Furnace to be 90,000-BTU natural gas furnace. 23.2. Air conditioning to be 2-1/ 2 tons. 23.3. Thermostat to be programmable. 23.4. 4" dryer duct to be installed from laundry room to exterior of building. 23.5. All registers and grilles to have a white paint finish. 23.6. Provide 3" flexible duct work for exhaust fans. 26.1. The meter base is to be provided by the contractor. 26.2. Wiring to the meter base and the meter will be provided by the local utility company. 26.3. Outlets and switches to be white decor. 26.4. Living room, family room, and bedroom fixtures to be 52" white ceiling fans. 26.5. Main bathroom fixtures to be 4-bulb chrome strip light. 26.6. Master bathroom fixtures to be 6-bulb chrome strip light above sink and single-bulb pendant light fixtures elsewhere. 26.7. Master closet fixture to be 2-bulb, 4-foot fluorescent fixture. 26.8. Master toilet room, hall, and laundry room fixtures to be 2-bulb, white, mushroom fixtures. 26.9. Garage fixtures to be single-bulb porcelain fixture. 26.10. Mechanical room fixture to be single-bulb porcelain fixture with pull chain. 26.11. Kitchen fixtures to be recessed can light fixtures with white trim. 26.12. Dining room fixture to be 5-bulb chandler. 26.13. Entry fixture to be 3-bulb chandler. 26.14. Porch lighting to be recessed can light fixtures with white trim. 26.15. Exterior wall-hung lights to be single-bulb brass coach lights. 26.16. Cabinet lights to be 1-bulb, 2-foot fluorescent fixtures. 31.1 . Locate the building at a height such that the import or export of soils is not needed. 31.2. All fill shall be compacted to 95% of a modified proctor. 313. Existing soil is clay . 31.4. Under slab gravel to be 3/ 4" washed gravel. 32.1. Site concrete to be 4,000-psi engineered concrete. 32.2. Landscaping by others . 33.1. Gas, power, telephone, and cable TV lines outside the building by others. 33.2. Coordinate utilities with local power, natural gas, telephone, and cable TV companies. 33.3. Sewer line depth averages 4 feet. 33.4. Water line depth is 30 inches. JOHNSON RESIDENCE SPECIFICATIONS DATE : 3/10/ 05 SCALE: NONE SHEET G 02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED, PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. 407 foot contour line is needed to get the elevation at lower left 15 4" CONC. SIDEWALK 00 4" CONC. DRIVEWAY -22'- OVER 4" OF GRAVEL THE WATER LINE INTO 08 20 EXISTING METER SITE PLAN TIE SEWER LINE INTO -18 EXISTING SEWER STUB EXISTING SIDEWALK SAW CUIT CURB FOR NEW APPROACH DATE : 4075 10 - NEW 4" CONC. APPROACH 3/10/05 EXISTING CURB AND GUTTER 5 20 SCALE: 1/16= 1' 407.0 SITE PLAN SHEET : Al 2 12' 2' 6'- - 2 14 14 14 N STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED, PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION, -6'-10-1- - 6 " - 7 -12" + 4 0 6 MASTER BATH KITCHEN DINING 4) 131-02 FAMILY ROOM -6'-411 -- M 12' 4) MASTER BEDROOM 13' 0 31 -27 A5 BUILT-IN 3 1- 2 " - 6'-8-11 3. 2'-8-" DESK 8. 3. 3. 33'-8"- (8) 6-'71/4" 3 9 WH HALL 2 33'-811. 2'-6' -34'- LAUNDRY - -12"-" - 4'-811 BATH 6 -34 2 3'-4" GARAGE -2'-43" 20 - 7" JOHNSON RESIDENCE 3 3 - 8' -IO"- 4" CONC. SLAB ENTRY 5 3'-11' OVER 4" OF GRAVEL 3'-1111 LIVING ROOM 41-411 -7' -1011- -- -7'-1011 1 -5-4' > AK 16'-0" BK BEDROOM BEDROOM - 4 1 -Il' - - 6-4 - -6'-12" - FLOOR PLAN -21-932" 12 - 2 12' -12' - 34' -6' -- 24 -64 A5 Garage opening dimenion is missing. It is needed to get the A and B distances. FLOOR PLAN 02/28/06 03/24/06 REV .: DATE: DATE : 3/10/05 SCALE : 1/ 8" = ' SHEET : A2 02/ 28/06 03/24/06 REV .: DATE: SHINGLE ROOF- A BRICK - STUCCO 2 STEVEN PETERSON MBA, PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. STUCCO SECTIONAL GARAGE DOOR FRONT ELEVATION SHINGLE ROOF N SIDING BACK ELEVATION EXTERIOR ELEVATIONS DATE: 3/10/05 SCALE: 1/8" = l' SHEET : A3 02/ 28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA, PE JOHNSON RESIDENCE SIDING SHINGLE ROOF - COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. BRICK SIDING 10 LEFT ELEVATION SIDING SHINGLE ROOF BRICK SIDING RIGHT ELEVATION EXTERIOR ELEVATIONS DATE: 3/10/05 SCALE: 1/8" = |' SHEET : A4 02/ 28/06 03/24/06 REV .: DATE: 0 STEVEN PETERSON MBA, PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. 2 12 AT OPPOSITE A8 6 5 AS. A7 OPPOSITE KITCHEN DINING & FAMILY ROOM MASTER BATH CLOSET MASTER BEDROOM - 3 3 A7 AZ. OPPOSITE JOHNSON RESIDENCE C BUILDING SECTION A5 12 6 12 12 12 6 BUILDING SECTIONS 10 9 5 4 A8 A8. A7 A7 DINING GARAGE 110'-4" 10'-9" MASTER BEDROOM HALL BEDROOM DATE: 8 6 3 3/10/05 SCALE: A8 A7 A7 A7 A8 A7 1/8" = |' BUILDING SECTION B A BUILDING SECTION A5 A5 SHEET : A5 -- 1'-4" -2'-6" -- DOOR SCHEDULE 2'0"x6'8"x]-3/ 4"1 6-PANEL INT SINGLE-HUNG DOOR 2 2'6" x6'8"x1-3/ 4" 6-PANEL INT SINGLE-HUNG DOOR 3) 2'8"x6'8" x-3/ 4"1 6-PANEL INT SINGLE -HUNG DOOR 4 2'8"x6'8" OPENING 5) 4'0"x6'8" OPENING 2'0"x6'8"×1-3/4" PAIR 6-PANEL BIFOLD DOORS 7 3'0"x6'8"×1-3/4" PAIR 6-PANEL BIFOLD DOORS 8 2'8" x6'8" ×1-3/ 4"1 6-PANEL EXT SINGLE-HUNG DOOR (9) 2'8"x6'8"×1-3/ 4" PAIR 6-PANEL EXT DOOR 3'0"x6'8"x1-3/ 4" 6-PANEL EXT SINGLE-HUNG DOOR 2'6"x6'8"x1-3/ 4" GLAZED SINGLE-HUNG DOOR W/ 2'6" SIDELIGHT -2' -- 02/ 28/06 03/24/06 REV .: DATE: . . . 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. 1 MIRROR -3' MIRROR 00 - - . . . - . WINDOW SCHEDULE . 0 . . 2'-6" 2'-6" - 2'-4"- 2'0"x]'8" SLIDER ( MOUNT SILL ABOVE 60"1) . . . . . . . 2'0"x 4'O" SINGLE-HUNG TEMPERED . . . . 3 4'0", 3'0" SLIDER - A 4'0"x4'O" SLIDER -2'-6" -- 4'0"x 4'O" SLIDER TEMPERED MASTER BATHROOM BATHROOM KITCHEN 61 5'0"x4'O" SLIDER -2'-311 -- JOHNSON RESIDENCE -3'- -31- 3'- -31- . . . . . . . . . . FINISHES AND INT. ELEVATIONS DATE : 3/10/05 SCALE: 3/ 8" = 1' SHEET : A6 -2'-6"-2' -- -2' -31 --- 2 -- - 11-3" e ℮ . . -2'-6" -- e . . . . . . -2'-6"- . . -2'-6"- - 11-6" -2'-6" - 1'-6"' 31. - 3' -2 --- 31 - 4' KITCHEN KITCHEN KITCHEN 02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT 7/ 16" OSB- -7/16" OSB PREMANUFACTURED TRUSSES @24" OC - 12 R-30 BLOWN R-30 BLOWN 12 PREMANUFACTURED TRUSSES @24" OC UNLESS NOTED SECTIONAL 6 UNLESS NOTED INSULATION INSULATION 6 OVERHEAD DOOR EXPANSION JOINT DRIP EDGE - DRIP EDGE ALUMINUM FASCIA - 1/ 2" DRYWALL 1/ 2" DRYWALL - ALUMINUM FASCIA 4" CONC. SLAB 4" CONC. SLAB 4" GRAVEL 4" GRAVEL SHAPED 2×4 - DOUBLE TOP PLATE DOUBLE TOP PLATE VENTED ALUMINUM SOFFIT 2x4 WALL WITHR- 13 SHAPED 2×4 8" 2x4 BLOCKING BATT INSULATION 2×4 WALL WITHR-13 VENTED ALUMINUM SOFFIT BATT INSULATION 2×4 BLOCKING 2× 4 LEDGER -1/ 2" DRYWALL BRICK 2x 4 LEDGER JOHNSON RESIDENCE SIDING OVER TYVEK -7/16" OSB 1/ 2" DRYWALL 6 SLAB SECTION 5 EAVES SECTION 4 EAVES SECTION A7 A7 A7 SIDING OVER TYVEK R-13 BATT INSULATION 2×4 PLATE R- 19 BATT 23/ 32" OSB- R-13 BATT INSULATION- 7/16" OSB -23/32" OSB INSULATION 23/32" OSB. 2×4 PLATE DETAILS - BRICK 11-7/ 8" RIM BOARD 11-7/ 8" RIM BOARD 2× 4 TREATED PLATE. 2×4 TREATED PLATE FLASHING 11-7/81JI R-19 BATT 11-7/8 TJ 1/ 2"NO" ANCHOR INSULATION TJI BRIDGING R-19 BATT 11-7/8TJ 302X10 BEAM INSULATION -FLASHING BOLT @ 24" OC SIMPSONEPB66 7/16" PLYWOOD SPACER 1/ 2"xIO" ANCHOR ZEA. #4 CONT. REBAR -24"x24"x10" FOOTING BOLT @ 24" OC ZEA. #4 CONT. REBAR TOP AND BOTTOM 8"x18" CONC. WALL 8"x18" CONC. WALL TOP AND BOTTOM DATE : 20"xIO" CONC. FOOTING -3 EA. # 4x18" REBAR 20"xIO" CONC. FOOTING 3/10/05 SCALE: ZEA. #4 CONT. REBAR #4 DOWELS @ 16" BOTH WAYS #4 DOWELS@ 16" 2 EA. #4 CONT. REBAR OC ALT. DIRECTION OC ALT. DIRECTION 1/ 2" = l' 3 FOOTING SECTION 2 FOOTING SECTION A7 1 FOOTING SECTION SHEET : AT A7 AT 02/28/06 03/24/06 REV .: DATE: 2 COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. STEVEN PETERSON MBA, PE SIDING 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT 7/ 16" OSB- 7/ 16" OSB FLASHING- PRE MANUFACTURED TRUSSES @24" OC UNLESS NOTED 12 30-YR. ARCHITECTURAL R-30 BLOWN SHINGLES OVER 15 # FELT SHAPED TOP PLATE 6 INSULATION -7/16" OSB 12 2x 4 LEDGER - PREMANUFACTURED 2x 4 BLOCKING 6 -TRUSSES @24" OC VENTED ALUMINUM SOFFIT -1/ 2" DRYWALL R-30 BLOWN UNLESS NOTED - 2 x 10 HEADER INSULATION DRIP EDGE- ALUMINUM FASCIA 2× 4 FRAMED DROP WITH R-13 INSULATION SHAPED 2X4 - DOUBLE TOP PLATE JOHNSON RESIDENCE 1/ 2" DRYWALL SIDING OVER TYVEK 2@2x10 HEADER PRE MANUFACTURED 7/16" OSB WITH OSB SPACER - DOOR HEADER TRUSS = EAVES SECTION 10 EAVES SECTION A8 A8 30-YR. ARCHITECTURAL SHINGLES OVER 15 # FELT THRESHOLD R-13 BATT INSULATION -7/16" OSB SIDING OVER TYVEK -23/32" OSB R-19 BATT INSULATION 23/32" OSB- 2×4 PLATE -5/ 8" TYPE X DRYWALL DETAILS 12 PRE MANUFACTURED TRUSSES @24" OC UNLESS NOTED 7/16" 053 -11-7/ 8" RIM BOARD 6 11-7/ 8" RIM BOARD 2×4 TREATED PLATE 11-7/81J 2x 4 TREATED PLATE R-19 BATT 11-7/81J DRIP EDGE INSULATION SLOPE 2% 1/ 2" DRYWALL - ALUMINUM FASCIA ALUMINUM SOFFIT 1/ 2"xIO" ANCHOR 1/ 2"xIO" ANCHOR BOLT @ 24" OC BOLT @ 24" OC 4" CONC. SLAB DOUBLE TOP PLATE ZEA. #4 CONT. REBAR 4" OF GRAVEL SHAPED 2×4 TOP AND BOTTOM VENTED ALUMINUM SOFFIT .8"x18" CONC. WALL 8"x18" CONC. WALL ZEA. #4 CONT. REBAR DATE : 2x4 WALL WITH R-13 BATT INSULATION 2×4 BLOCKING 20" xIO" CONC. FOOTING 20"xIO" CONC. FOOTING TOP AND BOTTOM 3/10/05 SCALE: 2x 4 LEDGER 2 EA. #4 CONT. REBAR # 4 DOWELS @ 16" 2 EA. #4 CONT. REBAR 1/ 2" DRYWALL #4 DOWELS@16" OC ALT. DIRECTION OC ALT. DIRECTION 1/ 2" = l' 9 EAVES SECTION 8 A8 A8 FOOTING SECTION 7 A8 FOOTING SECTION SHEET : A8 02/28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION. Notice the difference between the bottom two details and the top one. We will go by the bottom ones and ignore the small jog in off of the garage. -67' 56' 37' -26'- - TRUSSES TRUSSES- 7 L 2×4 HIP JOIST E 2×4 ROOF JOISTS There also would be no floor framing there. But for floor framing and footings estimates, we will go by these two details here. JOHNSON RESIDENCE STRUCTURAL ROOF-FRAMING PLAN RIM BOARD RIM BOARD RIM BOARD -11-7/ 8" TJI150 TYPICAL @16" OC H 24"x24"'xIO" CONC. FOOTING ( TYP.) 3@2X10 BEAM 2 KIM BOARD ITT 11'-2". -10 10 2" RIM BOARD RIM BOARD 8"x18" CONC. WALL ( TYP.) DATE : 3/10/05 SCALE: 1/16" = 1' -20"xIO" CONC. FOOTING ( TYP.) FLOOR FRAMING PLAN FOOTINGS AND FOUNDATION PLAN SHEET : 5 02/ 28/06 03/24/06 REV .: DATE: N STEVEN PETERSON MBA , PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY, NOT FOR CONSTRUCTION . + HOSE BIB - 2"0 1/2"0 1/2"0 3/4"0 SHUTOFF VALVE. WH 3/ 4" GAS GAS GAS GAS GAS GAS PRV VALVE 3"10 311 2"0 3/ 4"0 -3/4"0 2"0 ! - 2"0 3"10 - C -1/ 2"0 PLUMBING PLAN 4"0 FLOOR PLAN HOT WATER SEWER COLD WATER GAS NATURAL GAS DATE: 3/10/05 SCALE: 1/8" = |' SHEET : P COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION. COND. 0 6"0 LSK 6"0 8"x8" SUPPLY FLOOR PLAN a 0,9 6"Ø 8'2" RETURN 0 6"0 6"10 4"x12" RESISTER 8"x12" SUPPLY T 6"0 6"0 3 SHEET: 1/8" = l' 3/10/05 SCALE: DATE: HVAC PLAN JOHNSON STEVEN PETERSON MBA , PE REV .: DATE: 02/ 28/06 2 03/24/06 RESIDENCE 02/ 28/06 03/24/06 REV .: DATE: 2 STEVEN PETERSON MBA , PE JOHNSON RESIDENCE COPYRIGHT 2005 BY STEVEN J. PETERSON, MBA, PE. ALL RIGHTS RESERVED. PREPARED FOR EDUCATIONAL USE ONLY. NOT FOR CONSTRUCTION . TO CABINET LIGHTS $ H 0 0 0 G METER ES $ P $$ $ $ 6 PANEL H 5 o 0 0 0 0 0 9 9 FLOOR PLAN ELECTRICAL PLAN DATE: 3/10/05 SCALE: 1/8" = l' SHEET : TTT -2' 12' 21 -6' -- 12' -141. -14' -6- 1, - 1= " + 1-7'-"- - 6'-10- " - 12 A C 16 MASTER BATH 4 311 KITCHEN DINING 4 20-181 01 FAMILY ROOM MASTER BEDROOM 4 31. C 3 AS 31 - 2-" 3 GULI-N 8 2 - 61 -8 - 11 21 - 811 3 3 131-3- 341 33'-8" HALL 2 331-8" WH LAUNDRY 2'-6" 12'-9-" 2 41-81 31-411 BATH 116,95 2 341 19 2 + GARAGE 1- 2-4-" -201-7-11 ENTRY 3 (3) 7 4" CONC. SLAB OVER 4" OF GRAVEL 5 31-1111 13'-10"- 41-411 - LIVING ROOM - -7'-10". -7'-1011. BEDROOM BEDROOM 16 A A - 6-4/1 - - 6-1/1 10 21-931 4 12'- 21" - -12' -12' 34' - 6'- 24' 64' AS Centerline Perimeter Length of Footings/Walls Refer to Sheet A2 in Plans 24"x24"NO" CONC. FOOTING (TYP.) -21 -2' L -Q' O -8"x18" CONC. WALL ( TYP.) 20"NO" CONC. FOOTING ( TYP.) Johnson House Footings and Foundation Detail - Sht. S FOR THE MAJORITY OF THE HOUSE, THERE IS NO BRICK. THE CENTERLINE IS THE INSIDE OF THE 2X4 WALL. SEE DETAIL 3, SHT. A7. 2' - -61- - 2' - -14' 14' -14' + 3 1-7'-" - 6-10- " 1-6 A 6 MASTER BATH KITCHEN DINING 4 -6'-411- 3, A FAMILY ROOM 131-0 MASTER BEDROOM (4) C 3 AS I 31 -2 11 - 61 -8- 11 3 21-8 -11 BULI-N 3 3 8 131-3- 33 '-8" 61-7-11 10) WH HALL 2 1 331-8" LAUNDRY 2'-6" 34 . 121-9-11 2 41-81 BATH 2 341 2 31-411 + GARAGE " -201-7-11 4" CONC. SLAB OVER 4" OF GRAVEL 7 13'-10" 41-411 - -8'-10"- ENTRY 3 (3) 5 31-111 LIVING ROOM - -7'-10"- -7'-1011 -- 4 -5 BEDROOM BEDROOM A A - 6-1 "- 21-931 4 12'-2 " - -12' -12' 34' - - 6'- 24' 64' AS Centerline Perimeter Length of Footings/Walls Refer to Sheet A2 in Plans -R-13 BATT INSULATION SIDING OVER TYVEK -2x4 PLATE 7/16" 058 11-7/ 8" RIM BOARD /23/32" 058 2×4 TREATED PLATE The centerlines of the exterior concrete walls and footings are the same. 11-7/8 1JI FLASHING- R-19 BATT INSULATION IZHOU ANCHOR BOLT @ /4" 00 2 EA, #4 CONT. REBAR TOP AND BOTTOM 8"X8" CONC. WALL 20"NO" CONC, FOOTING 2 EA. # 4 CONT. REBAR #4 DOWELS @ 16" OC ALT. DIRECTION A7 3 FOOTING SECTION Footings and Foundation Detail - Sht. A7 2"x4" Wall 4" brick Footings and Foundation Details Clarifications - Sheets A7, A8 The centerline is exactly on the outside of the exterior wall when there are bricks. 4" wall 2"x4" Sill Plate 2"x" SIIl Plate 8" 18" 4. 10" 4" conc. slab 18" 8" 4" gravel 10" 1. 20" 1 20" A8 Interlor Wall Next to Garage A7 Front of House With Brick Otherwise, the centerline is always on the inside of the exterior walls. CL CL L=230' 12" 3" € 1 12" 10" 6"dla plpe 2"x4" Wall 12" 20" 1 x4" Sill Plate #4 Rebar Drain Pipe/Drain Gravel 18" 8" 18" 10" 4 20" 1 3 A7 Rear/Sides of House, No Brick 18" Rebar Corner Connections 0 5 10" 15' Scale: 1"=10" Johnson House Plans Details 2"x4" Wall 4" brick 2"x4" Sill Plate 8" 18" 10" 20" 4" wall 2"x4" Sill Plate - 4" conc. slab 18" 8" 4" gravel 10" 20" A8 Interior Wall Next to Garage CL CL L=230' 12" 3" 12" 10" 6"dia pipe 1 12" 20" 1 A7 Front of House With Brick 2"x4" Wall T 2"x4" Sill Plate #4 Rebar Drain Pipe/Drain Gravel 8" 18" 10" - 20" 18" 3 A7 Rear/Sides of House, No Brick 18" Rebar Corner Connections 0 5" 10" 15" Scale: 1"=10" +, USE THE AVERAGE ELEVATION OF THE 4 CORNERS OF THE HOUSE TO DETERMINE AVERAGE EXCAVATION STARTING ELEVATION 24" MIN. 18" MIN. 6" OF TOPSOIL HAVE BEEN STRIPPED 1 LOWEST ELEVATION DETERMINES BOTTOM OF FOOTING ELEV. (DEPTH OF EXCAVATION) HIGHEST ELEVATION DETERMINES FF ELEV. Johnson House Specifications (see plans sheet G) 1. Topsoil. (a) The contractor shall remove the existing topsoil to its full depth of 6" under the structure, to 10 feet beyond the outside of walls, and to 5 feet beyond the proposed driveway and sidewalk. (b) Topsoil shall be placed back across all pervious areas from which topsoil was removed to a depth of 6". 2. Locate the top of footings a minimum of 18" below existing ground (building codes require them to be below the frost line depth). When water changes from liquid to solid, it expands 9% in volume. This resulted frost heave can be detrimental to footings and foundations. See Spec 31.1 which implies doing no grading of the existing ground under the structure. 3. The minimum clearance below the joists to the ground shall be 24" (to provide separation from moisture in the ground in order to protect the wood). 4. Excavate to provide a 1-foot workspace beyond all footings and assume no cutback. 5. Include a 6 mil thick vapor barrier under the structure. 6. The drainage gravel is to be placed in a square section, 12" x 12" surrounding the 6" drain pipe. Its center is located 12" beyond the outside of the concrete walls. 7. Use 3500 psi concrete in footings and walls (Spec 3.1). 8. Use 4000 psi concrete in the slab on grade (garage, driveway, and sidewalk slabs) (Spec 3.2). 9. Formwork for concrete is required on all exposed vertical sides. It is paid for by the square foot of contact area. 10. All rebar is to be overlapped by 18" (Spec 3.3). Rebars come in 20' lengths. 11. Add 18" rebar hooks ("L" bars) at all corners. Include two hooks (one on each side) for a "T" intersection. 12. The gravel under the slab on grade is 3/4 " nominal size. 13. Use 2-1/4"x3-3/4"x8-1/4" brick with 1/2" mortar joint (Spec 4.1). 14. Brick ties are to be placed at 24" on center both ways (Spec 4.2). 15. All headers are 2@2"x10" (Spec 6.3) except above the garage door which is 3-1/2"x12" (Spec 6.4)./nJohnson House Excavation & Drainage Lab Assignment (1) Calculate the total volume of topsoil stripped from the site according to the specifications. (2) Calculate the finished floor (FF) elevation using the drawings and specifications. This will be used in later labs. Follow these steps (a) Using the contour drawing (sheet no. A1), find the elevations at the four corners of the house before excavation. Assume that the slope across the site is constant, i.e. assume the third contour (elevation 407 below and to the left) is approximately the same distance away from 407.5 as the 408 contour. Don't forget to take into account that 6" of topsoil is to be stripped. (b) Determine the highest elevation of the four corners of the house. (c) To that highest elevation, add the minimum 24" clearance to establish the elevation of the bottom of the joists (TJI). (d) From the dimensions given in detail 7, sheet no. A8, determine the FF elevation. (3) Calculate the excavation volume for the perimeter footing. There is no basement and there is no excavation for the whole house. The existing ground is going to stay in place, except for the 6" of topsoil that is to be stripped. Follow these steps (a) Using the elevations obtained from 2(a) above, determine the average elevation of the four corners of the house after the topsoil has been stripped. This is used in determining the depth of excavation. (b) Using the lowest corner elevation and the dimensions of the footing, find the elevation of the bottom of the footing. Remember from the specifications that a minimum 18" of cover has to be maintained about the top of the footing. Refer to detail 7, sheet no. A8 for footing dimensions. (c) Subtract the elevation of the bottom of the footing from the average elevation of the 4 corners. This is the depth of excavation. (d) Determine the perimeter length of the centerline of the walls. (e) Using the cross sectional area of the trench, determine the volume of excavation. (4) Determine the volume of backfill for the Perimeter Footing. Subtract the volume that the footing and wall will take up from the amount of excavated material. (5) Calculate the length of drainage pipe needed in feet. (6) Calculate the volume of drainage gravel needed in cubic yards. (7) Estimate the amount of surplus topsoil and excavated material that will need to be disposed of (cubic yards). Assume that topsoil will be 6" deep and it will only be used for the 10 ft. that the grade is to slope away from the house at 5%.