Up Hill House. Cambridge, New York. Title: Cover. Scale: NA. Date: 05-Mar-2011 A-0

Size: px
Start display at page:

Download "Up Hill House. Cambridge, New York. Title: Cover. Scale: NA. Date: 05-Mar-2011 A-0"

Transcription

1 ambridge, New York Up Hill House over NA A-0

2 ambridge, New York Up Hill House 1"=500' 840' 820' 800' 780' 760' 740' 115' 50' 173' Proposed House Proposed Well Location 720' Proposed Leachfield 700' Existing log cabin 680' 660' ite Plan Existing driveway entrance Proposed property adjustment Existing logging road - Proposed driveway 1"=100' N Latitude: 43 Elevation: 820' (approx) A-1

3 A 32' 0" 10' 0" 12' 0" 10' 0" 8' 1/ 3'-0" Water In PV Radon Vent (stubbed out at ground level) 2' 1/ 3' 0" istern water in 9' 1/ 9' 1/ 6' 10" Inlet istern Overflow Electric service in hase above for ducts Floor drain Electric panel aw-cut slab control joints 1" deep min. aw-cut wall control joints 1" deep min..o Up 4'x15' 12" thick footing pad under stair closet wall and lally columns. Lally column typ. Foundation wall 10" typ. 2x4 wall, offset from concrete foundation tepped footing below 22' 0" Extent of wall with vertical rebar Foundation Notes: 1) All concrete footings & walls to have 3000 PI concrete. 2) All wall footings to be minimum 20"x10" or as noted otherwise. 3) All frost walls to be 10" thick and four feet below finish grade. 4) All walls to have 2-#5 grade 60 rebars at top of the wall and at the bottom of the footing. 5) All reinforcing steel to have 3" clear cover when below grade. 6) All reinforcing steel to have 1 1/2" clear cover when above grade. Basement ambridge, New York 4' 0" 2 frost-free sill cocks W4 10' 2" 4' 4 1/ 4' 3" 3' 3/ 10' 2" A D2 tepped footing below 7) Floor slabs must be thick with fiber mesh and 3500 PI concrete. 8) Provide control joints in walls within 10' of corners, at steps in wall and at every 20'. Fill joints with sealant. 9) Provide control joints in slabs at every 20' and along the column lines. 1/ = 1'-0" A-2

4 A 32' 0" 7' 11 3/ 10' 0" 12' 0" 10' 0" 5' 5" 4' 7" 3' 4 3/ 8' 7 1/ 4' 7" 5' 5" Up W1 W1 22' 0" 8' 9 3/ 6' 10" B Porch 3'-0" D1 B Entry 10' 1 7/8" Pantry 1 A10 2'-6" Kitchen 4 A10 1 A10 W/D DW 3 A10 4' 2" 2'-6" Dn Built-in shelves 4' 0" 6' 3" 7' 7" Dining 2 A10 Up Open above tudy Darker walls are bearing interior walls Living 3'-0" D1 4' 0" 8' 9 3/ Up Windows W1-21x43 - casements W2-29x43, 29x20-2 casements above, 2 fixed below. All units mulled. W3-29x43, 29x20-2 casements and 1 fixed above, 3 fixed below. All units mulled. W4-29x43-2 casements, mulled. w4.1-29x43-2 casements w/safety glass, mulled. w4.2-29x43-2 casements, mulled. Egress window. W5-29x43 - single casement. Egress window. W6-21x20 - awning First Floor ambridge, New York 6' 6 1/ W2 W3 W2 9' 2 1/2" 10' 9 1/2" 5' 5 3/ Exterior Doors - Therma Tru D1-36x80 full lite (0.24U,.12HG) D2-36x80 no glass (0.13U,.01HG) 1/ = 1'-0" A A-3

5 A 32' 0" 10' 0" 12' 0" 10' 0" 5' 5" 4' 7" 6' 0" 6' 0" 4' 7" 5' 5" W6 W1 W6 22' 0" 11' 0" 6' 10" 3' 11" W1 WI 2'-6" Attic access above 22"x30" clear 2'-6" Moved from hall Dn 2'-6" L. Threshold 2'-6" pocket dr. Tile 2'-3" 2'-6" Darker walls are bearing interior walls WI 2'-6" W1 ambridge, New York B 11' 3" B Office / Guest 1 2 A11 4 Bath 3 Bedroom Pocket door location and side have changed. hower and vanity size have changed. 11' 0" econd Floor 5' 3 3/ W5 W4.1 W4.2 9' 2 1/2" 9' 8' 1 3/ 1/ = 1'-0" 10' 1" 8' 11" 13' 0" A A-4

6 Attic vent ambridge, New York West Elevation North Elevation outh Elevation Plumbing stack Up Hill House W1 D1 W5 W4.1 W4.2 W2 W3 W2 W4 D2 W6 W6 W1 W1 W1 W1 D1 olar PV array 30 panels East Elevation Elevations 1/8" = 1'-0" Attic vent A-5

7 Top of Ridge Elevation 37'-6 1/ x12 ridge beam Metal roof 2x6 collar tie every other rafter ZIP roof sheathing 2x10 2 o.c. 2 loose cellulose Top of Plywood Plate 25'-11 1/ 2x10 eiling 2 o.c. Detail 5 ill height for 2nd floor outh-facing windows only econd Floor Elevation 17'-9 1/8" Detail 4 First Floor Elevation 8'-6 1/ 1' 6 3/ 5' 2' 0" 3' 8" 12" floor 2 o.c. 12" floor 2 o.c. offit for duct. ontinue to air seal at ceiling 2-LVLs 11 7/8" flush framed with HU312 joist hangers 2 O.. 6" Gutter Typ. 2x6 wall 2 o.c. 2x4 interior wall 2 o.c. 12" dense pack cellulose 1/2" Ply tie 6' o.c. (stair section only) tair stringer lagged to wall studs using 2 rows of 3/8" ledgerlocks apped radon pipe ambridge, New York Detail 3 Top of lab 0'-0" 3' 3/ 3' 8" 2-LVLs 11 7/8" flush framed with HU312 joist hangers 2 O.. Detail 1 #5 vertical and horizontal O.. on three walls. ee foundation plan for extents. Wall ection 1/ = 1'-0" Detail 2 A. ross ection Perforated drain pipe connected to radon vent pipe 12" footing pad under stair closet wall, wrapped in 6" extruded polystyrene rigid insulation 4-#5 bars at the bottom of the footing w/ 3" clear cover A-6

8 Metal roof Zip roof sheathing Insulation baffle 1/ ply Air gap & insect screen 6" gutter typ. 3-2x /2" DX ply at all single and double window and door headers Detail 5. ection at ceiling/roof 2 Loose cellulose 5/ furring 2x6 exterior wall 12" dense pack cellulose 2x4 interior wall gravel in front of walkout 10" concrete foundation wall Dampproofing apillary break over footing (damproofing or membrane) Filter fabric ourse gravel (no fines) 5 1/x9 1/ PL at triple window span only 5/8" Gyp. board with 5/8" Gyp. board with latex paint Latex paint Detail 4. ection at second floor 1/ ply box at windows Perforated drain pipe ZIP ystem 1/2" ply wall sheathing (all joints taped) ill gasket un shade Metal roof 2x6 decking 2x6 exterior wall typ at first floor ill gasket 2-LVLs 11 walkout only with HU312 joist hangers, 12" rim truss otherwise. 2-#5 grade 60 rebar at bottom of the footing with 3" clear cover - typ. at all walls Detail 3. ection at first floor Detail 2. ection at stepped footing ealant, adhesive or gasket ealant at corner of bottom plate and subfloor or gasket under bottom plate 3/ or 7/8" Advantec floor sheathing glued and nailed to trusses 12" minimum dense pack cellulose or foam at rim 12" floor trusses 5/ furring at ceiling typ. 1/ ply 3/ wood sill 5/8" Gyp. board with latex paint ealant, adhesive or gasket ealant at corner of bottom plate and subfloor or gasket under bottom plate 3/ or 7/8" Advantec floor sheathing glued and nailed to trusses 12" min. dense pack cellulose or foam at rim 12" floor trusses 5/8" Gyp. board with latex paint Polyethylene vapor barrier wraps up basement wall to sill gasket oncrete slab #5 vertical O.. Wood plate and trim 9" dense pack cellulose 2x4 wood studs 6" Extruded polystyrene rigid insulation Treated wood bottom plate Granular capillary break and drainage pad (no fines) 2" Expanded polystyrene rigid insulation as bond break Detail 1. ection at stair 12" dense pack cellulose Wood siding (all surfaces coated) Airspace Furring 1/2" ply ZIP wall sheathing (all joints taped) 2x12 sill plate (at stair wall only) ill gasket Insect screen Ground slopes away from wall at 5% Free draining backfill 10" concrete foundation wall, typ. Dampproofing #5 vertical and horiz. O.. on 3 walls. ee foundation plan for extents pacer mesh full height of wall and wraps over footing Polyethylene vapor barrier over spacer mesh 2" Expanded polystyrene rigid insulation (taped or sealed joints) Filter fabric apillary break over footing (dampproofing or membrane) ourse gravel (no fines) Perforated drain pipe 2-#5 grade 60 rebar at bottom of the footing with 3" clear cover - typ. at all walls ambridge, New York Wall ection Details 1/2" = 1'-0" A-7

9 2x4 exterior wall typ. at second floor 4 12 Metal roof Zip roof sheathing 6" gutter 4x4 posts Handrail 2x8 Roof 2 o.c. 2x6 eiling 2 o.c. Wood siding Furring 1/2" Zip ystem wall sheathing 2x6 exterior wall typ. at first floor 2x4 interior wall typ. ealant, adhesive or gasket ealant at corner of bottom plate and subfloor or gasket under bottom plate 12" rim truss typ. 12" floor truss typ. 12" minimum dense pack cellulose 5/8" Gyp board with latex paint 5/ furring at ceiling 5/8" Gyp. board with latex paint ealant, adhesive or gasket ealant at corner of bottom plate and subfloor or gasket under bottom plate TBD. ection at attic hatch ambridge, New York Bigfoot with 8" sonatube 2-#4 bars 2x8 Deck 2 o.c. ill gasket 2x10 Floor 2 o.c. 10" concrete wall typ. 12" rim truss typ. 12" floor truss typ. 2-#5 bars at the top of the wall with 1 1/2" clear cover, typ. all walls pacer mesh full height of wall and wraps over footing Polyethylene vapor barrier over spacer mesh, lapped and taped at seams 2" Expanded polystyrene rigid insulation 9" dense pack celulose 2x4 interior wall typ. 5/8" Gyp. board with latex paint Details Damproofing ealant, adhesive or gasket 1/2" = 1'-0" Filter fabric apillary break over footing (damproofing or membrane) oarse gravel (no fines) Perforated drain pipe 2-#5 grade 60 rebar at bottom of the footing with 3" clear cover - typ. at all walls B. ection at porch ealant at corner of bottom plate and subfloor or gasket under bottom plate concrete slab Polyethylene vapor barrier sandwiched between layer of rigid insulation, wraps up basement wall to sill gasket 6" extruded polystyrene rigid insulation A-8

10 2x4 2 O.. 2x4 2 O.. 12" Rim truss 12" Floor 2 O.. typ. 2x6 ill Metal bridging as per truss manufacturer. Extended height of opening 12" Rim truss 12" Floor 2 O.. typ. Metal bridging as per truss manufacturer. 2x6 collar tie every other rafter 1' 6" 2-LVLs 11 7/8" 2x12 ill at stair only 2x4 2 O.. 2x12 at 2 2-LVLs 11 7/8" 3-2x4 Post typical 2-LVLs 11 7/8" 2x4 2 O.. 2x12 at 2 2-LVLs 11 7/8 w/ JH HU412 2-LVLs 11 7/8" 3-2x4 post typical Location of H2.5 clip ambridge, New York Built in shelf area 2 O.. 2 O.. typ. 2x12 ridge 2x4 24 O.. typ. at gables 4x4 posts 2-2x12 at center span 16" O.. 2x12 at edges 2-2x12 First Floor Framing Plan 1st Floor Interior econd Floor Framing Plan 2nd Floor Interior Roof Framing Plan Load Bearing Wall Load Bearing Wall Note: haded walls shown to indicate location of walls above framing. Floor Framing Notes 1) All floor joists to be 2x12PF#2 or LPI32x11 7/8" I Joists or 11 7/8" Open Floor 2 O.. with 3/ or 7/8" DX T I-Advantec Floor heathing glued and nailed to joists. 2) All posts to be 3-2x4 multiple stud posts in wall and 5 1/x5 1/ Paralam or Versalam or Lally steel free standing posts. 3) 2x4 stud at 2 interior bearing walls 4) All beams noted as "PL" must be Paralams of width in multiples of 1 3/. 5) All beams noted as "LVL" must be Gang-Lams of width in multiples of 1 3/. Floor Framing Notes (continued) 6) All headers at load bearing walls must have 2 jack studs and one king stud at each end. 7) All headers under 5' span to be 2-2x10 at interior bearing partitions. 8) All headers under 5' span to be 3-2x12+2-1/2" thick DX ply at exterior bearing walls. 9) All headers under 8' span to be 5 1/ x 9 1/ PL at exterior bearing walls. 10) Trusses to be used at rim. 11) All deck joists to be 2x8 YP #1 Pressure treated at 16" spacing. Live Loads 1st floor 40 PF 2nd floor 30 PF Attic 15 PF Avg. now Loads 50 PF Ground 12/12 pitch - snow load 30 PF Roof Framing Notes 1) All roof rafters to be PF#2 2 O.. 2) Provide H1 or H2.5 or L50 anchors at all rafters. 3) Provide 5/8" DX Fir Ply, OB or ZIP Ply 32/16 rating T II at roof. 4) Provide joist hangers at all beam connections per "impsons" specifications. 5) Provide metal connections at all post and beam connections, or provide 2 king studs, one on either side of the beam. Framing Plans 1/8" = 1'-0" A-9

11 ambridge, New York Up Hill House 1 West View Kitchen & Pantry Int. Elevations 1/2" = 1'-0" East View Island Island Island 2 West View 3 outh View 4 A-10

12 Vent Pocket moved 1 1/2" west West View North outh 1 2a 4a 2 hower Wall hower Wall North ambridge, New York Bath Int. Elev. 1/2" = 1'-0" 3 West 4 outh A-11

13 To well pump Elec. DHW A 3 3 D D ambridge, New York Telephone, able conx. Main panel box ub-panel (generator) olar inverter W D 3 eiling mounted light fixture Wall mounted light fixture eiling mounted drop chain light fixture Light switch Light switch - 3 way 3 W Double Outlext Quadraplex Outlet moke Alarm A Basement Electrical Plan 1/ = 1'-0" E-1

14 R Up Hill House AHP (outdoor unit) 240V W/D D 3 R TV V A 3 R 3 3 Wall-mounted AHP R W ambridge, New York 4 eiling mounted light fixture Microwave/ Hood vent v R R DW 8'-0" baseboard F 1 switched (lower) 1 regular outlet TV F F W R 3 4 V eiling fan with light fixture eiling fan Wall mounted light fixture eiling mounted recessed light fixture Light switch Light switch - 3 way Light switch - 4 way Ventilation boost switch Double Outlext Quadraplex Outlet Range Outlet R Dishwasher Outlet DW Dryer Outlet D V Ventilation ontrols TV Phone jack able moke Alarm A First Floor Electrical Plan 1/ = 1'-0" E-2

15 A 3 A v W A F eiling mounted light fixture eiling fan with light fixture ambridge, New York TV F W Elec. Radiator Runtal TW12 F TV F W R eiling fan Wall mounted light fixture eiling mounted recessed light fixture Light switch 3 Light switch - 3 way 3'-0" baseboard 4'-0" baseboard V Ventilation boost switch Double Outlext Phone jack econd Floor Electrical Plan TV able moke Alarm A 1/ = 1'-0" Note: 1) 3 attic light fixtures and a switch near the attic access. 2) Lead cord for future radon fan. E-3

16 Intake pre-heat unit Energy Recovery Ventilator 6" ambridge, New York 6" upply Duct Exhaust Duct upply Riser Exhaust Riser eiling upply Register eiling upply Register (below) Wall upply Register eiling Exhaust Register eiling Exhaust Register (below) Wall Exhaust Register Basement Mechanical 1/ = 1'-0" M-1

17 ambridge, New York Up Hill House upply Duct Exhaust Duct upply Riser Exhaust Riser eiling upply Register eiling upply Register (below) Wall upply Register eiling Exhaust Register eiling Exhaust Register (below) Wall Exhaust Register First Floor Mechanical 1/ = 1'-0" M-2

18 offit at ceiling for vent (see A-6) 6" 6" ambridge, New York 6" 6" 6" 6" upply Duct Exhaust Duct (2nd fl. ceiling chase) Exhaust Duct upply Riser 6" round econd Floor Mechanical 3x11 or 4x9 Oval 3x8 Oval typical for ducts Exhaust Riser 6" round eiling upply Register 1/ = 1'-0" eiling upply Register (below) Wall upply Register eiling Exhaust Register eiling Exhaust Register (below) Wall Exhaust Register M-3

19 2" 2" 2" 1 1/ 1 1/ 1 1/ 2" BT W hower 2" ink ambridge, New York 2" DW ink W 2" Plumbing diagram N.T.. P-1

Up Hill House. Cambridge, New York. Title: Cover. Scale: NA. Date: 19-Apr-2010 A-0

Up Hill House. Cambridge, New York. Title: Cover. Scale: NA. Date: 19-Apr-2010 A-0 ambridge, New York Up Hill House over cale: NA A-0 1"=500' 43 Latitude Elevation: Approx. 820' 202' Approx. 100' radius Proposed House ite ambridge, New York Perc test hole Proposed Garage Proposed Barn

More information

Applying for Permits to build a new house in Linn County

Applying for Permits to build a new house in Linn County Planning & Development Linn County, Iowa Building Division Linn County Building Code Residential Guidelines Single Family Dwellings Page 1 of 4 Applying for Permits to build a new house in Linn County

More information

Sample Plan Not for Construction for pricing

Sample Plan Not for Construction  for pricing 26' x 48' Screen Porch Garage Plans Trussed Roof, 2x Construction, 8' Walls Asphalt Shingles, Garage Space Office Space, Screened Porch 48'-0" 4" 5" 12'-0" 5" 4" 4'-0" 12'-0" 4'-0" 4'-0" 10'-0" 24'-0"

More information

One and Two Family Additions

One and Two Family Additions One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri

More information

TP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ TP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ S201 TW: 89'-0" TF: 86'-0" S201 TW: 87'-11 1/4" S201 TF: 86'-10 1/4" S201

TP: 89'-0 BP: 86'-6 1/4 2'-0 Typ TP: 89'-0 BP: 86'-6 1/4 2'-0 Typ S201 TW: 89'-0 TF: 86'-0 S201 TW: 87'-11 1/4 S201 TF: 86'-10 1/4 S201 Resource reginc.com 0.. '-" P: '-" 0'-0" " P: '- /" 0'-" '-" '-0" '-0" 0'-0" '-0" '-" '- /" TF: '-0" TW: '-0" TF: '-0" TW: '-0" TF: '-0" TW: '- /" TF: '-" " Typ Sim. P: '-" " TF: '-0" C '- /" '-" Varies

More information

Custom 22' x 40' - 16' Tall Garage Plan #g227 By SDS-CAD Specialized Design Systems

Custom 22' x 40' - 16' Tall Garage Plan #g227 By SDS-CAD Specialized Design Systems P O Box 34 Mendon, Utah Custom 22' x 40' - 16' Tall Garage Plan #g22 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical

More information

Habitat for Humanity FRONT ELEVATION RIGHT ELEVATION LEFT ELEVATION REAR ELEVATION. Vandenburg Lot #9. 1 of 7 JCOOK NOTED ELEVATIONS 3/10/15

Habitat for Humanity FRONT ELEVATION RIGHT ELEVATION LEFT ELEVATION REAR ELEVATION. Vandenburg Lot #9. 1 of 7 JCOOK NOTED ELEVATIONS 3/10/15 TYPICAL ROOF MATERIAL 1013 1 of 7 BY: ELEVATIONS 3/10/15 SQ FEET: TYPICAL FASCIA/SOFFIT TYPICAL WALL MATERIAL FRONT ELEVATION OPTIOL EGRESS BASEMENT WINDOW W/ ESCAPE WELL RIGHT ELEVATION LEFT ELEVATION

More information

10 EXTREME BASEMENT PANELS

10 EXTREME BASEMENT PANELS 10 EXTREME BASEMENT PANELS On Granular Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions. Soils are classified

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN 12'-0" 4'-6" 3'-0" 4'-6" 3040 14'-0" LADDER LT LINE BUNK CABIN 11'-4" x 13'-4" 14'-0" BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS.

More information

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647. 4 12 Pitch Cement board siding 7" Lap 4" Corner boards Vertical Cedar T&G Siding 4" Window and Door Trim (Street facing facade) P.T. 6x6 : Wrapped & collared with cement board Trim. Stone Veneer on Garage

More information

THE SPENCER RESIDENCE J&S ARCHITECT

THE SPENCER RESIDENCE J&S ARCHITECT THE SPENCER RESIDENCE J&S ARCHITECT 75 POURED CONCRETE FOUNDATION WALL (0MPa) 97.94 50Ø WEEPER TILE C/W SOCK W/MIN. 50 GRANULAR COVER F.D. E.P.B. F.D. 00 POURED CONCRETE FOUNDATION WALL (0MPa) 475 X 00

More information

Left Elevation. Front Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,842. Scale : 1/4" = 1'

Left Elevation. Front Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,842. Scale : 1/4 = 1' Plan Name 4 4" Window and door trim. (Street facing facades) 4" Corner Boards 4" Vertical Cedar Siding Left Elevation Lap siding over approved building wrap over 1 2" OSB sheathing. Front Elevation Stone

More information

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647. 10" Belly Band Cement board shake siding Cement board siding 7" Lap Decorative Corbels Cement board siding 7" Lap 4" Corner boards Stone Veneer on Garage wings 48" high 4" Window and Door Trim (Street

More information

Custom 30 x 48-14' Tall Garage Plan #g226 By SDS-CAD Specialized Design Systems

Custom 30 x 48-14' Tall Garage Plan #g226 By SDS-CAD Specialized Design Systems P O Box 34 Mendon, Utah Custom 30 x 48-14' Tall Garage Plan #g226 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section

More information

DATE: 4/1/2014 SCALE: 3/16"=1'- 0" SHEET:

DATE: 4/1/2014 SCALE: 3/16=1'- 0 SHEET: Terrace Level First Floor Second Floor Total Back Porch Front Porch Finished NA 1397 SF 743 SF 2140 SF 63 SF 195 SF Unfinished NOTES: All dimensions are framing dimensions, NOT finished dimensions Exterior

More information

BROCHURE # 108 CONSTRUCTION PLAN COMPONENTS

BROCHURE # 108 CONSTRUCTION PLAN COMPONENTS BROCHURE # 108 CONSTRUCTION PLAN COMPONENTS Please note: This construction plan component list is to be used as a guide to assist you with your project. There may be elements unique to your project not

More information

CRM Homes BUILDER Mangan Drafting Jim Mangan

CRM Homes BUILDER Mangan Drafting Jim Mangan BACK ELEVATION 1/8" = 1' LEFT SIDE 1/8" = 1' RIGHT SIDE 1/8" = 1' ROOF LINE NTS FRONT VIEW 1/4" = 1' A-1 Springfield MO 65610 Fremont Hills Lot 57 12/12 12/12 14/12 14/12 12/12 12/12 12/12 MAIN ROOF PITCH

More information

UCC Permit Application Procedures

UCC Permit Application Procedures How do I apply for a permit? UCC Permit Application Procedures 1. Please complete the CodeMaster Pan Review Application 2. Please provide the scope of work description and/or construction documents/plans.

More information

Administrative Changes

Administrative Changes Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings

More information

SECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents.

SECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. SECTION 06110 WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Supplied

More information

RESPONSIBILITY OF THE BUILDER/OWNER

RESPONSIBILITY OF THE BUILDER/OWNER NOTE: 1 2'-5" 1'-4" 19'-4" 1'-4" 2'-5" 1 1) ALL REPRESENTATIONS OF FIXTURES, EQUIPMENT, MATERIALS, ELECTRICAL, PLUMBING, FASTENERS, ETC. ON CLIENTS DESIGN ARE NOT INCLUDED WITH CLIENT'S PACKAGE PURCHASED

More information

Building Guide. Colorado Chapter of the International Code Council

Building Guide. Colorado Chapter of the International Code Council 12/29/16 Building uide Colorado Chapter of the International Code Council How to Use this uide Check with your jurisdiction regarding type of submittal (paper or electronic) and for additional requirements.draw

More information

STANDARD CONSTRUCTION PACKAGE Addendum A REV SITE & EXCAVATION Layout of the foundation and septic system as approved by local and state author

STANDARD CONSTRUCTION PACKAGE Addendum A REV SITE & EXCAVATION Layout of the foundation and septic system as approved by local and state author STANDARD CONSTRUCTION PACKAGE Addendum A REV 7-3-18 SITE & EXCAVATION Layout of the foundation and septic system as approved by local and state authorities Excavate material to pour footings and foundation

More information

ADDITIONS BUILDING AND ZONING REQUIREMENTS (REVISED 4/22/2008)

ADDITIONS BUILDING AND ZONING REQUIREMENTS (REVISED 4/22/2008) ADDITIONS BUILDING AND ZONING REQUIREMENTS (REVISED 4/22/2008) PERMIT SUBMITTAL CHECKLIST: Signed completed Building Permit application form. Two (2) Copies of a Certificate of Survey. Draw to scale the

More information

Quality Inspection 8618 London Heights San Antonio, TX Phone: (210)

Quality Inspection 8618 London Heights San Antonio, TX Phone: (210) Quality Inspection 8618 London Heights San Antonio, TX 78254 Phone: (210) 240-0476 PRE DRYWALL INSPECTION REPORT Prepared For: DELETED (Name of Client) Concerning: DELETED, San Antonio, TX 78258 (Address

More information

One & Two Family Residential NEW CONSTRUCTION Plan Review Checklist

One & Two Family Residential NEW CONSTRUCTION Plan Review Checklist City of St. Petersburg Development Services One & Two Family Residential NEW CONSTRUCTION Plan Review Checklist (Effective Date: 5/1/03) This checklist is subject to change and improvement at any time.

More information

B and H Cedar Log Homes, L.L.C. 65 Nottingham Dr.

B and H Cedar Log Homes, L.L.C. 65 Nottingham Dr. Page:1 Sandy's Joy - List of materials needed to construct a weather tight home. Additional materials needed to complete the rough-in framing are also listed. PLEASE NOTE: 1. 'While every attempt has been

More information

GENERAL BUILDING CODE AND ZONING REQUIREMENTS: Post and spread footings shall be designed and constructed below the minimum frost depth of 42 inches

GENERAL BUILDING CODE AND ZONING REQUIREMENTS: Post and spread footings shall be designed and constructed below the minimum frost depth of 42 inches GENERAL BUILDING CODE AND ZONING REQUIREMENTS: Post and spread footings shall be designed and constructed below the minimum frost depth of 42 inches and shall be sized to carry the applicable roof and

More information

- Inbound/Outbound window placement - Window buck & air sealing - Weep holes IN THE WOODS DETAILS - WINDOW SILL

- Inbound/Outbound window placement - Window buck & air sealing - Weep holes IN THE WOODS DETAILS - WINDOW SILL - Inbound/Outbound window placement - Window buck & air sealing - Weep holes IN THE WOODS DETAILS - WINDOW SILL PRE-EXISTING SITE Program: Traditional farmhouse Single level living potential Garage connection

More information

One & Two Family Residential ADDITIONS

One & Two Family Residential ADDITIONS City of St. Petersburg Development Services One & Two Family Residential ADDITIONS (Effective Date: 5/1/03) This checklist is subject to change and improvement at any time. Please determine that you have

More information

NOT FOR CONSTRUCTION SHEET #: FRONT VIEW SIDE VIEW REAR VIEW CUSTOM DESIGNED FOR:

NOT FOR CONSTRUCTION SHEET #: FRONT VIEW SIDE VIEW REAR VIEW CUSTOM DESIGNED FOR: 1 EXISTING HOUSE & GARAGE PROPOSED ADDITION SHEET INDEX 1-COVER SHEET 2-SETBACK PLAN 3-ELEVATIONS 4-FOUNDATION PLAN 5-FLOOR PLAN 6-FRAMING 7-SECTIONS 8-SECTIONS FRONT VIEW NOTE: RENDERINGS ARE CONCEPTUAL

More information

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel

More information

Lonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN (507) fax (507)

Lonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN (507) fax (507) Lonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN 55046 (507) 744-2327 fax (507) 744-5554 2006 RESIDENTIAL CONSTRUCTION CHECKLIST The following checklist has been designed

More information

Copyrighted Home Plan 2011 Natural Element Homes, LLC

Copyrighted Home Plan 2011 Natural Element Homes, LLC 29'-0" SQUARE FOOTAGE 6'-0" PORCH 3'-0" 6'-0" 2'-0" 3'-6" 8'-0" 2'-4" 3'-8" 6'-7" 3'-11" BCD3756-2 BCA2420T 3-0 9LITE BATH WOOD STOVE 10'-0" 2-4 15'-10 1/2" 3'-11" 6'-0" 11'-9 1/2" 15 R. @ 7 5/8" 14 T.

More information

RESIDENTIAL NEW CONSTRUCTION PLAN REVIEW CHECKLIST

RESIDENTIAL NEW CONSTRUCTION PLAN REVIEW CHECKLIST This list is provided as a guide to help you understand the information that must be contained on the construction drawings. This list is not all-inclusive of all building codes but is used as a general

More information

Chapter 33 - Checklists

Chapter 33 - Checklists Chapter 33 - Checklists Contents Chapter 33 - Checklists... 33-1 Framing Checklist... 33-2 Exterior Water Plane Checklist... 33-3 Air Sealing Checklist... 33-4 Insulation Checklist... 33-6 Painting Checklist...

More information

Customer A101. Front Elevation. Roof Peak 24' /32" Roof 17' - 6" Main Floor 9' - 6" Floor Joist 8' - 6" Basement 0' - 6" Grade 0' - 0"

Customer A101. Front Elevation. Roof Peak 24' /32 Roof 17' - 6 Main Floor 9' - 6 Floor Joist 8' - 6 Basement 0' - 6 Grade 0' - 0 /300 ROOF VENTILATION REQUIRED TYPICAL ROOF OVERHANG '-6" 2 7 Peak 24' - 9/32" 7' - 6" 9' - 6" Floor Joist Grade 0' - 0" Front Elevation 24"x8" STRIP. FOOTING (TYP.) MIN. 42" HIGH GUARD AROUND DECK (TYP.)

More information

Bonadio Residence. Renovations to Existing Dwelling: new kitchen. 23 Albert Street Waltham, MA. Addition to existing structure.

Bonadio Residence. Renovations to Existing Dwelling: new kitchen. 23 Albert Street Waltham, MA. Addition to existing structure. December 1, 6 Renovations to Existing Dwelling: new kitchen 3 Albert Street Waltham MA Addition to existing structure. Renovations for 3 Albert Street Waltham, MA Cover sheet First Floor Demolition D1

More information

Custom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT

Custom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT P O Box 34 Mendon, Utah Custom 24 x 26 Garage Plan Plan #g218 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section

More information

#G445 Plans, 48'x28' x 10' detached garage with bonus room By SDS-CAD Specialized Design Systems

#G445 Plans, 48'x28' x 10' detached garage with bonus room By SDS-CAD Specialized Design Systems Architectural asphalt shingles and horizontal True Wood 7" Reveal siding over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered on Bonus attic trusses 24"

More information

The Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits

The Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits The Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits 3. Development and Septic Fees 4. Tarion New Home Warranty

More information

800 Payson Drive. Oleg Derkach. Single Family Residence A00 STREETSCAPE ELEVATION. 3D View 2 PCDC SUBMISSION

800 Payson Drive. Oleg Derkach. Single Family Residence A00 STREETSCAPE ELEVATION. 3D View 2 PCDC SUBMISSION 3D View 70 /5/07 Description No. A00 STREETSCAPE ELEVATION ELEVATION GENERAL NOTES. SLOPE GRADE AWAY FROM FOUNDATION MINIMUM /8 : FOR A DISTANCE OF 8' 0' OR TO A SWALE. 4"x4" ALUMINUM LOUVER VENT WITH

More information

GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems

GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER IRC,UBC OR CURRENT LOCAL CODE To the best of my knowledge

More information

Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage

Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage The following list of code requirements is intended to assist you in complying with the Code of Public

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SHED TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE To the best of my knowledge

More information

EXW3 EXISTING DOWEL NEW FOOTING TO EXISTING WALL WITH 3-15M DOWELS, DOWEL THE NEW

EXW3 EXISTING DOWEL NEW FOOTING TO EXISTING WALL WITH 3-15M DOWELS, DOWEL THE NEW -4 /4" 8" 4'-9 /" 6'-4" '-8" DEPRESS TO ACCOMODATE DOOR ABOVE DOWEL NEW FOOTING TO WITH 3-5M DOWELS, DOWEL THE NEW S TO THE S WITH 5M @ 4" O.C. VERTICALLY, PROVIDE -5M BARS 6" LONG IN THE FOOTING 4'-9"

More information

TYPICAL BEARING WALL FRAMING

TYPICAL BEARING WALL FRAMING BASIC WOOD FRAMING City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN #G389 14' X 24' X 8', Custom detached garage By Page 1 Page 2 Page 3 Page 4 Page BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. GARAGE

More information

SECTION WOOD FRAMING. A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents.

SECTION WOOD FRAMING. A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. SECTION 06 1100 WOOD FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But

More information

Chapter 13 - Finish Framing

Chapter 13 - Finish Framing Chapter 13 - Finish Framing Contents Chapter 13 - Finish Framing... 13-1 Timing & Prerequisites... 13-2 Remove Bottom Plates in Doorways... 13-2 Post LVLs and Girder Trusses... 13-2 Install Framing for

More information

2003 International Residential Building Code

2003 International Residential Building Code 2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less

More information

MAIN FLOOR PLAN. #G x 14 x 8 Shed - Chicken Coop By SDS-CAD Specialized Design Systems 10'-0" 3'-0" 1'-0" 14'-0" 14'-0" 1'-0" 6'-0" 3'-0"

MAIN FLOOR PLAN. #G x 14 x 8 Shed - Chicken Coop By SDS-CAD Specialized Design Systems 10'-0 3'-0 1'-0 14'-0 14'-0 1'-0 6'-0 3'-0 10'-0" BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER LOCAL CODE REQUIREMENTS 14'-0" BWP BWP BWP ABWP 101

More information

Pulaski County, Virginia

Pulaski County, Virginia Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2009 International Residential Code CONTENTS General Requirements... 2 Emergency Escape and Rescue... 2 Foundation and Floor... 3

More information

Table Air Barrier and Insulation Inspection Component Criteria

Table Air Barrier and Insulation Inspection Component Criteria Table 40.4. Air Barrier and Insulation Inspection Component Criteria NUMBER COMPONENT CRITERIA Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial

More information

Main Floor Plan Scale: 1/8"=1'-0"

Main Floor Plan Scale: 1/8=1'-0 16'-0" 1 6'-6" 1 36'-0" Future Deck 10'-6" 4'-11" 4'-11" 10'-6" 36'-0" Future Deck 1 6'-6" 1 16'-0" 6068 3030 3030 6068 1 20'-9 1/2" 20'-9 1/2" 1 D/W D/W 26'-4" 24'-8" 2'-0" '-4" '-4" '- 1/2" 20'-10 1/2"

More information

Cheshire, CT. By: A.M. Napolitano, LLC. Project Manager: Carolyne Sakonchick Ext. 323

Cheshire, CT. By: A.M. Napolitano, LLC. Project Manager: Carolyne Sakonchick Ext. 323 Cheshire, CT By: A.M. Napolitano, LLC Project Manager: Carolyne Sakonchick 203-272-1821 Ext. 323 Country Club Acres, Two beautiful homes, to be built on one acre lots, with city water/sewer. Meet the builders

More information

Framing Methods Structural Components

Framing Methods Structural Components Framing Methods Structural Components Balloon Framing *Balloon framing or Eastern framing the exterior studs run from the top of the foundation to the top of the highest level. Benefits of this type of

More information

14' x 24' Garage Plan

14' x 24' Garage Plan 14' x 24' Garage Plan SDS-CAD Specialized Design Systems www.sdscad.com email sdscad@pcu.net Copyright 2002 14'-0" (vert)-g 24'-0" 12 in 12 GARAGE 13'-4" x 23'-4" 12 in 12 3068 19'-0" 3'-0" 2'-0" 24'-0"

More information

PORCH PLAN. Existing House. New Porch. Page A.1. Boxed Beams. 5/4x6 Cedar Decking. Roof Overhang. Wood Columns. Hip Roof. Step

PORCH PLAN. Existing House. New Porch. Page A.1. Boxed Beams. 5/4x6 Cedar Decking. Roof Overhang. Wood Columns. Hip Roof. Step Porch Plan 28 68 2'-0" 7'-8" 2'-0" 7'-0" PORCH PLAN SCALE: /4" = '-0" CD24 0 SECT D A.6 7 /4" 7 /4" Boxed Beams Existing House 23'-2 /4" 30 68 New Porch Step Wood Columns 8'-0" 2'-0 /2" 2'-0 /2" 8'-0"

More information

Date Rater Verified. Rater Verified. Slab / Pre-Drywall / Thermal Inspection

Date Rater Verified. Rater Verified. Slab / Pre-Drywall / Thermal Inspection Slab on Grade & Basements: A capillary break is installed on top of all footings Slab / Pre-Drywall / Thermal Inspection A minimum of 4" of clean or washed gravel (0.5" diameter or greater) is placed over

More information

TYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min.

TYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min. FRAMING TIPS City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code, Grand

More information

The better way to build TM. Installation Manual FOUNDATION SIPs & FROST WALLS SIPs

The better way to build TM. Installation Manual FOUNDATION SIPs & FROST WALLS SIPs The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs November 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements....................................

More information

Davis Frame Co., Inc. Construction Budget Considerations

Davis Frame Co., Inc. Construction Budget Considerations Davis Frame Co., Inc. Construction Budget Considerations ITEM BID 1 BID 2 BID 3 MISCELLANEOUS COSTS Surveying Building Permit Engineering Fees Interest on Construction Loan Property Taxes Hazard & Liability

More information

30 X 40 POLE BARN 12 HIGH SIDE WALLS 2-12 WIDE X 10 HIGH SECTIONAL GARAGE DOORS OPTIONAL WINDOWS DETAILS INCLUDED

30 X 40 POLE BARN 12 HIGH SIDE WALLS 2-12 WIDE X 10 HIGH SECTIONAL GARAGE DOORS OPTIONAL WINDOWS DETAILS INCLUDED 30 X 40 POLE BARN 12 HIGH SIDE WALLS 2-12 WIDE X 10 HIGH SECTIONAL GARAGE DOORS OPTIONAL WINDOWS DETAILS INCLUDED 3 ENTRY DOOR METAL ROOF METAL SIDING GABLE ROOF, 4/12 PITCH INDEX PAGE DESCRIPTION 1 FRONT

More information

TNH-SC-43-B DRAWING INDEX SYMBOLS AND ABBREVIATIONS AUG. 22, 2014 TNH-SC-43-B TRADITIONAL HOME SERIES C S 1.0 A 1.0 A 1.1 A 2.0 A 2.1 A 3.0 E 1.

TNH-SC-43-B DRAWING INDEX SYMBOLS AND ABBREVIATIONS AUG. 22, 2014 TNH-SC-43-B TRADITIONAL HOME SERIES C S 1.0 A 1.0 A 1.1 A 2.0 A 2.1 A 3.0 E 1. TRADITIONAL DRAWING INDEX SYMBOLS AND ABBREVIATIONS 5 DISCLAIMER OF WARRANTIES To the maximum extent permitted by law, Moser Design Group, Inc disclaims all warranties, express or implied, including the

More information

Values That Matter PLAN CERTIFICATION WORKSHEET

Values That Matter PLAN CERTIFICATION WORKSHEET Values That Matter PLAN CERTIFICATION WORKSHEET Builder Name: Main Floor: sq. ft. Plan Name/Number: Upper Floor: sq. ft. Contact Person: Total: sq. ft. Phone: Email: For any item labeled as (option), you

More information

Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code

Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code Carports enclosed into one-story garages or living spaces must be constructed in conformance

More information

Building Division Informational Handout

Building Division Informational Handout CITY OF SAN JOSÉ, CALIFORNIA Building Division Informational Handout Conventional Light Frame Construction Design Provisions 2007 CBC Handout No. 2-21 Published: 1/1/08 Page 1 of 3 This document summarizes

More information

Mountainview Estates.

Mountainview Estates. Mountainview Estates www.mountainviewroad.com Marketed Exclusively by: Michelle Granger and Sandi Boucini RE/MAX Executive Realty 508-479-5998 or 508-769-6977 Sales@SandiandMichelle.com www.sandiandmichelle.com

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SHED TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE To the best of my knowledge

More information

INFORMATIONAL HANDOUT FOR FINISHING A BASEMENT

INFORMATIONAL HANDOUT FOR FINISHING A BASEMENT 7100 147 th Street West Telephone (952) 953-2588 Apple Valley, MN 55124-9016 Fax (952) 953-2515 www.cityofapplevalley.org INFORMATIONAL HANDOUT FOR FINISHING A BASEMENT 1. Submit plan showing the proposed

More information

Attic. Bedroom 8'-11 5/8" 16'-5 5/8"

Attic. Bedroom 8'-11 5/8 16'-5 5/8 25'-5 1/" 6'-0 1/2" 12'-1 3/" 7'-3" 07-030DC 03-23SC 02-23SC D08 5'-1 1/2" Kitchen Bath Closet Closet 25'-5 1/" Bath 05-2030DH 01-2020AW 01-2020AW 01-2020AW D09 D03 2668 D0 Back Yard View Street View 3'-5

More information

30 YR. ASPHALT ROOF SHINGLES HARDIE PLANK LAP SIDING SEE FIRST FLOOR PLAN FOR PORCH ROOF FRAMING DETAILS 3'-0" 2-2 X 8 HEADER COVERED PORCH 9'-4"

30 YR. ASPHALT ROOF SHINGLES HARDIE PLANK LAP SIDING SEE FIRST FLOOR PLAN FOR PORCH ROOF FRAMING DETAILS 3'-0 2-2 X 8 HEADER COVERED PORCH 9'-4 FAMILY ROOM CLG. LINE BSMT CLG. 20" '-0" 2 x 2 TR. WD. PICKETS @ 4" O/C FL. TRUSS 4" X 4" TREATED COL. 4" HIGH " X " BRICK COL. 2-2 X TR. BAND WOOD 44" HIGH 3'-0" T J I ROOF RAFTER SOLDIER COURSE 24" o

More information

ENGINEERED TRUSSES BY MANUFACTURER [14'-7 1/4"] SECOND FLOOR CONSTRUCTION

ENGINEERED TRUSSES BY MANUFACTURER [14'-7 1/4] SECOND FLOOR CONSTRUCTION ROOF CONSTRUCTION PRE-FIN ROOF VENTS AS REQUIRED 3 YEAR ARCHITECTURAL ASPHALT SHINGLES. (7/6") OSB SHEATHING ROOF SHEATHING & H-CLIPS PRE-ENG. ROOF TRUSSES @ 60mm (") O.C. INSULATION BAFFLES EACH TRUSS

More information

CODE COMPLIANCE GUIDELINE GENERAL BUILDING

CODE COMPLIANCE GUIDELINE GENERAL BUILDING CODE COMPLIANCE GUIDELINE This guideline has been prepared by The Calhoun County Building Department to assist Homebuilders, General Contractors, and Owner/Builders during the construction process. The

More information

Edouard AVANT GROVE U I C U I C. Modern Living Made Easy uichomes.com

Edouard AVANT GROVE U I C U I C. Modern Living Made Easy uichomes.com Edouard Modern Living Made Easy uichomes.com - new construction - 3 stories + full basement - 4 bedrooms - 2.5 baths - 2,380 s.f. call 314.881.2333 or e-mail sales@uicstl.com PLAN NTS DECK 13' 0" X 12'-0"

More information

Quality Insulation Installation (QII) Insulation Installation (Page 1 of 4)

Quality Insulation Installation (QII) Insulation Installation (Page 1 of 4) Quality Insulation Installation (QII) Insulation Installation (Page 1 of 4) A. QUALITY (QII) PREPARATION FOR INSULATION 01 Air barrier installation and preparation for insulation was done and verified

More information

FirstEnergy Program Overview

FirstEnergy Program Overview FirstEnergy Program Overview Builder incentives $400 per unit + $0.10/kWh in projected savings Eligibility Located in service area of a FirstEnergy Utility Certificate of Occupancy Dates: FirstEnergy Ohio

More information

SFR SUBMITTAL REQUIREMENTS

SFR SUBMITTAL REQUIREMENTS A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Oak

More information

The Homeowner s Building Application Checklist for Constructing a Residential Addition

The Homeowner s Building Application Checklist for Constructing a Residential Addition The Homeowner s Building Application Checklist for Constructing a Residential Addition This checklist provides homeowners a summary of the Building Permit submission requirements for constructing a residential

More information

7.0 - EXAMPLE DETAILS

7.0 - EXAMPLE DETAILS 7.0 - EXAMPLE DETAILS The drawings represented herein are believed to be accurate and conforming to current design and construction practices. However, the drawings should be used as a reference guide

More information

FIELD COPY ATTACHMENT

FIELD COPY ATTACHMENT FIELD COPY ATTACHMENT The released plans for the project must be on site and available to the inspectors at all times. No inspection will be done without the released field plans. If you have any questions,

More information

0N.1 KALUSH 303 SENECA DRIVE BELTERRA. the Kennedy GENERAL NOTES - AUSTIN FOUNDATION NOTES CEILING JOIST AND ROOF/RAFTER PLAN NOTES FRAMING NOTES

0N.1 KALUSH 303 SENECA DRIVE BELTERRA. the Kennedy GENERAL NOTES - AUSTIN FOUNDATION NOTES CEILING JOIST AND ROOF/RAFTER PLAN NOTES FRAMING NOTES GENERAL NOTES - AUSTIN FOUNDATION NOTES - ENGINEERED FOUNDATION PLAN PROVIDED BY DIVISION - -/" TYPICAL BRICK LEDGE DROP - PROVIDE MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED " MINIMUM UNDER ALL

More information

Building Guide. olorado Chapter of the International Conference of Building Officials. Lancaster County Building Department

Building Guide. olorado Chapter of the International Conference of Building Officials. Lancaster County Building Department olorado Chapter of the International Conference of Building Officials Lancaster County Building Department Single Family Residential One Story Detached Garage How to Use this Guide Provide two sets of

More information

REAR ELEVATION FRONT ELEVATION

REAR ELEVATION FRONT ELEVATION SLOPES 6' 2 6' 2 '-0" RESIDENCE S.W. LOT No. PLOT PLAN BLOCK No. INDICATE NORTH FOR SPECIFIC SITE 1" = BRICK VENEER ON IRON LEDGE AND 1 4' PLAN No. CIVIC ADD. S SETBACK DRIVEWAY LEFT ELEVATION TO EDGE

More information

Boyle. contemporary new homes with great curb appeal. boyle call or 3br/2.5bth, 1905sf

Boyle. contemporary new homes with great curb appeal. boyle call or  3br/2.5bth, 1905sf Boyle Modern Living Made Easy uichomes.com contemporary new homes with great curb appeal 3br/2.5bth, 1905sf boyle call 314.881.2333 or email sales@uicstl.com DECK BEDROOM 3 SUMP BEDROOM 3 WIC FIN BDRM

More information

Staff Review Date: July 12, 2017 HDC PID#

Staff Review Date: July 12, 2017 HDC PID# Charlotte Historic District Commission Application for a Certificate of Appropriateness Staff Review Date: July, 2017 HDC 2017-55 PID# 07102409 LOCAL HISTORIC DISTRICT: PROPERTY ADDRESS: SUMMY OF REQUEST:

More information

Seal Harbor Development 1 Nagog Park Acton, MA 01720

Seal Harbor Development 1 Nagog Park Acton, MA 01720 Seal Harbor Development 1 Nagog Park Acton, MA 01720 Specifications for Ocean Mist Villages Foundation and Concrete Floors Footings All footings are constructed and poured with 3000 lb mix, continuous

More information

ADDITIONS TO EXISTING RES. & DUPLEX

ADDITIONS TO EXISTING RES. & DUPLEX 68'-". m 6.0 m SETBACK.0 m RIPARIAN SETBACK ADDITIONS TO EXISTING RES. & DUPLEX 0 INKAR RD, KELOWNA, BC VY 8H7 LOT: C, PLAN #: KAP6, LD FOLIO: 7.7, PID: 006-0-79, ZONING: RU6 (PROPOSED) SITE PLAN 6-- 7-0-

More information

PHELPS STREET WICK AVENUE WEST RAYEN AVENUE N SITE PLAN. architecture llc T110 2,500 SF T130 1,225 SF T150 1,225 SF T170 2,620 SF

PHELPS STREET WICK AVENUE WEST RAYEN AVENUE N SITE PLAN. architecture llc T110 2,500 SF T130 1,225 SF T150 1,225 SF T170 2,620 SF T110 2,500 SF T130 T150 T170 2,620 SF UNIT SUMMARY SUITE 1st 2nd 3rd 4th TOTAL 1 BEDROOM 0 4 4 4 12 (19%) 2 BEDROOM 3 4 4 4 15 (23%) 4 BEDROOM 8 10 10 10 38 (58%) TOTAL 11 18 18 18 65 BED COUNT 194 PHELPS

More information

Cowhorn Residence. PHnw 2017 Cowhorn Residence

Cowhorn Residence. PHnw 2017 Cowhorn Residence Cowhorn Residence LEARNINGOBJECTIVES Course Approved for CPHC Continuing Education Credits 1. Learn how to orient buildings based on site conditions and owner criteria 2. Understand the impact of site

More information

* RESIDENTIAL PLAN REVIEW *

* RESIDENTIAL PLAN REVIEW * CITY OF DES MOINES, IOWA COMMUNITY DEVELOPMENT DEPARTMENT PERMIT AND DEVELOPMENT CENTER 602 Robert D. Ray Drive DES MOINES, IOWA 50309 Phone: 515.283.4200 Facsimile: 515.283.4270 Based on the scope of

More information

Residential Plan Review for New One and Two Family Dwellings

Residential Plan Review for New One and Two Family Dwellings The following is a list of items that are normally included in a set of construction drawings for one and two family dwellings. The items in bold depict those items that will be reviewed for during the

More information

Building Envelope

Building Envelope 9.36.2. Building Envelope Module 2 BCBC 9.36. 2014 1 Richard Kadulski Architect 9.36.2. Building Envelope Focus is on total building performance, not just thermal insulation Heat transfer and air leakage

More information

FoundationsRealty.com Hickory Hills The. Condominiums

FoundationsRealty.com Hickory Hills The. Condominiums FoundationsRealty.com Hills The 2301 23 2302 S. LYNN DRIVE 101 8 1 102 7 702 801 802 Site Map 6 602 701 201 2 202 301 502 601 ACO RN D R I VE 1702 17 5 16 3 1601 1701 501 1602 4 15 2702 27 2701 302 402

More information

Project Name: Enforcement Agency: Permit Number:

Project Name: Enforcement Agency: Permit Number: Installation (Page 1 of 4) If more than one person has responsibility for installation of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction

More information

RESIDENTIAL BUILDING PLAN REQUIREMENTS

RESIDENTIAL BUILDING PLAN REQUIREMENTS CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us RESIDENTIAL BUILDING PLAN REQUIREMENTS

More information