GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems

Size: px
Start display at page:

Download "GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems"

Transcription

1 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 these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expence and responsibility. The contractor shall verify all dimensions and enclosed drawing. SDSCAD is not liable for errors once construction has begun. While every affort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. All calculations and member sizing should be verified for your building by a certified building official. 30 year dimensional architectural asphalt shingles and structural panel siding. Nailing schedule is 6" on ends 12" on centers 6d nails. Engineered gambrel Roof Trusses 2" centers. 9' ceiling height main floor '-6' ceiling height on 2nd floor or as available in attic truss. #G551 2 x 32-10' Gambrel Barn By Page 1 Page 2 Page 3 Page Page 5 Page 6 Page Title Main Floor Plan Elevation Views Foundation Plan & Pictorials Framing and Details Detail Page Second Floor Plan Materials List 1'-6" 3'-0" 3'-3" 3'-0" 3'-3" 8'-0" 2'-0" A A A A Electrical Panel 6'-9" GARAGE/STORAGE 16'-0" x 23'-1" 3'-0" 20'-0" '-0" 6'-9" 3'-0" 268 UTILITY UNDER STAIRS UP 3'-6" 3'-0" 3'-6" 3'-0" 3'-6" 3'-0" 6" " 3 '-3" 12'-0" 3'-0" WORKSHOP 11'-" x 23'-1" '-0" '-9" GFCI A 3'-0" 6'-0" 3'-0" '-0" 3'-0" 3'-6" 3'-0" 3'-6" 3'-0" '-0" P O Box 3 Mendon, Utah John@hplans.us SCALE 1/"=1' GARAGE MAIN FLOOR PLAN SDSCAD

2 P O Box 3 Mendon, Utah John@hplans.us REAR ELEVATION LEFT ELEVATION 3/12 SDSCAD REVISIONS 1'-2" 9'-0" 1'-0" 21'-0" 8'-0" 1'-10" 15.5/12 Pitch 9' Tall 2 x 6 Walls Vertical Structural Panel Siding or as per owner SCALE 3/16"=1' FRONT ELEVATION RIGHT ELEVATION 2

3 BRACED WALLS AND ALT BRACED WALL OPTIONS Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 3/8 inch. c. Continuous bracing from floor to floor Simpson HPAHD strap location marker P O Box 3 Mendon, Utah John@hplans.us Basic Engineered Gambrel AtticTruss Layout To be designed and engineered by truss manufacturer May vary slighty this illustration is for basic design reference only " Concrete Floor gravel fill, Notch out stem wall for doors, See Floor Plan for locations FOUNDATION PLAN PICTORIAL SCALE 3/16"=1' Concrete: 1. All slabs are to be " concrete over " gravel unless otherwise noted on the plans. 2. Anchor bolts shall be A-30 embedded " minimum into concrete or masonry grout. 3. All footings minimum 2" below final grade or as per local SDSCAD 3

4 2x12 joists 2" OC WORKSHOP BARN RO PRE-ENGINEERED GAMBREL ATTIC TRUSSES AS SUPPLIED BY TRUSS MANUFACTURER 2" o.c. GARAGE/STORAGE UP Second Floor Framing DN Roof Framing General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to '-0" Span 2-2x's ' + to 6'-0" Span 2-2x6's 6' + to 8'-0" Span 2-2x8's 8' + to 10'-0" Span 2-2x10's 10' + to 12'-0" Span 2-2x12's or as noted on plan 2. Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of /16 inch. 3. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2" nominal lumber. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials.. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2"x" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x" studs at 2" o.c. and at bearing walls 2"x" studs at 16" o.c. with double top plate. 6. Shear wall to be /16" Sheathing, see detail.. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 150 or better unless otherwise noted. 9. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. P O Box 3 Mendon, Utah John@hplans.us Roof Framing: 1. Fascia to be 2"x Douglas Fir. 2. For soffit size see details. 3. For spans and dimensions refer to floor plans.. Trusses are to be an approved truss design from the truss manufacture's engineer. 5. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. 6. Solid blocking required between joists, rafters, and trusses over all bearing walls. Such blocking shall be 1 ½" minimum thickness and full depth of joists rafters, or trusses.. Minimum header sizes shall be according to the header size table unless otherwise noted. 8. Basis of design roof live/snow load of 3 psf, and roof dead load of 15 psf. 9. Plywood roof decking to be Min ½" thick, 2/0, CDX or 5/8 wafer. WALL FRAMING SECTIONS SCALE SDSCAD

5 SINGLE POUR CORNER INSTALLATION CORNER DISTANCE FROM EDGE STRAP TO CORNER Simpson Strong-Tie HPAHD HPAHD straps for all (A) Alternate Braced Wall Panels See additional detail for all () Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL MAX. SPACING. BOLTS SHALL BE EMBEDDED " MIN. NOTE: TYPICAL DETAILS FOR CONSTRUCTION TO MEET BUILDING REQUIREMENTS. GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF EXTERIOR GRADE LEAVE 1/" EDGES & 1/8" ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d 6" O.C. AT EDGES & SEAMS AND 10d 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL () P O Box 3 Mendon, Utah John@hplans.us 8" " CONC. SLAB " COMPACTED GRAVEL 6" MIN. THICKNESS CONCRETE WALL o o Footing and concrete wall option SIMPSON H1 TIE ASPHALT SHINGLES OVER 30# FELT /16" WITH CLIPS OR 5/8" SHEATHING WITH OUT CLIPS Gambrel Roof Not Shown on Typical Section 12" Min Bottom of footing to be a min of 30" below grade or as required by local code 1/2" ANCHOR BOLT 32" O.C. 1 x 6 FASCIA 2 x 16" O.C. " CONCRETE SLAB /16" MIN STRUCTURAL SHEATHING VAPOR BARRIER " GRAVEL BASE 6" MIN. GRADE 12" X 30" DEEP CONT. CONCRETE THICKENED EDGE SLAB 2 x MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED " INTO CONC. " CONC. SLAB OVER " GRAVEL SLOPE TO OUTSIDE Monolithic slab foundation option GARAGE TYPICAL SECTION SDSCAD 5

6 '-0" 16'-0" '-0" 6'-0" '-0" 6'-0" Skylight DN Skylight 6'-0" '-0" 6'-0" '-0" 16'-0" '-0" STAIR SPECIFICATIONS 1. Stairs to be constructed with the following materials: 2x6 kick plate anchor to concrete with expansion type anchor bolts, 2x12 treads nosing 1 1/8" minimum, 3-2x12 stringers required, 2x12 blocking, ¾" wafer board risers and 2x6 ledger. 2. Handrail/Guardrails final style, material and color to be owner's choice. Design to be per code. 3. Guardrails to be 2" high minimum from floor.. Handrails to be 3"-38" above tread nosing. 5. Open railing to have intermediate rails or ornamental pattern such that a sphere " round cannot pass through. 6. Minimum stair requirements: maximum 8" rise, minimum 2" width, minimum 9" run, minimum head clearance 6'-8".. Preferred stair requirements: rise " to ½", run 11" to 12", minimum head clearance '-0". 8. Garage entrance stairs may be concrete or wood as per contractor/homeowner STAIR DETAILS P O Box 3 Mendon, Utah John@hplans.us SCALE 1/"=1' SECOND FLOOR PLAN SDSCAD

7 General GN high wall Siding ft GN high wall Interior- 2 0 ft GN3 1 heated ceiling area sq ft GN 1 heated floor area sq ft GN5 1 heated roof area sq ft GN /2 high wall Siding-6 0 ft GN 2 3 1/2 high wall Siding ft GN /2 high wall Interior ft GN9 2 heated ceiling area sq ft GN10 2 heated wall area sq ft GN11 2 heated glass area sq ft Foundation FO sq ft concrete slab cu yd FO sq ft steel mesh for slab sq ft FO3 1 1/2x6" foam sill seal ft FO 1 foundation bolts 20 0 FO5 1 20x6"h concrete footing cu yd FO6 1 no. rebar (footing) ft Subfloor SF1 2 2x12"-16'+ rim joists - lvl ft SF2 2 2x12"-2' floor joists - I-joist 18 0 SF3 2 2x12"-16'+ floor joists - I-joist 2 0 ft Framing F1 1 2x6-16ft+ fir plate 35 0 ft F2 1 2x6-16ft+ fir stud stock ft F3 1 2x-16ft+ header - lumber 80 0 ft F 1 2x"-103 1/2" fir stud 19 0 F5 1 2x6"-103 1/2" fir stud 0 F6 1 2x6"-16 3/" fir stud 0 F 1 2x11-16ft+ header - lumber 13 0 ft F8 1 2x6"-8 3/" fir stud 5 0 F9 1 2x12-16ft+ header - lumber 1 0 ft F10 1 2x6"-8 1/2" fir stud 6 0 F11 1 2x-16ft+ fir plate 0 0 ft F12 1 2x"-16 3/" fir stud 3 0 F13 1 2x-16ft+ fir stud stock 0 ft F1 2 2x6-16ft+ fir plate 36 0 ft F15 2 2x6-16ft+ fir stud stock ft F16 2 2x-16ft+ fir stud stock 1 0 ft F1 2 2x-16ft+ header - lumber 1 0 ft F18 2 2x6--15/16" Fir Stud 16" OC 62 0 F19 2 2x-16ft+ fir plate ft F20 2 2x"-51 11/16" fir stud 5 0 Siding S1 1 'x8'x5/8" Sheet Plywood-hrz 32 0 S2 1 10" wide Siding T ft S3 1 house wrap sq ft S 2 10" wide Siding T ft S5 2 'x8'x5/8" Sheet Plywood-hrz 12 0 S6 2 house wrap sq ft Ext Trim EX1 0 " thick - concrete concrete cu yd EX2 1 1x-16ft+ exterior sill 32 0 ft EX3 1 1x-16ft+ ext. window casing 0 ft EX 1 1x-36" door threshold 2 0 EX5 1 1x-16ft+ ext. door casing 35 0 ft EX6 1 in ext. door jamb 1 0 ft EX 1 1x-16ft+ garage door casing - color 9, white 0 ft EX8 1 in garage door jamb - color 9, white 0 ft EX9 1 1x-16ft+ ext. door casing - color 9, white 1 0 ft EX10 1 in ext. door jamb - color 9, white 1 0 ft EX11 1 1x-36" door threshold 1 0 EX12 1 in ext. door jamb 1 0 ft EX13 2 1x-16ft+ exterior sill 9 0 ft EX1 2 1x-16ft+ ext. window casing 22 0 ft Roofing R1 1 ridge cap ft R2 1 Roofing Dimensional Comp sq ft R3 1 x8' sheets roof sheathing 38 0 R 1 2x10" 16" OC rafters - fir ft R5 1 2x10" gable fascia 69 0 ft R6 1 2x10" eave fascia 0 0 ft R 1 metal drip edge ft R8 1 gutter 0 0 ft R9 1 downspout 2 0 R /8x3 3/16" rect. skylight 1 0 R /2x38 5/16" rect. skylight 1 0 R12 2 2x12"-16'+ ridge board - lumber ft R13 2 2x10"-12' rafters - lumber 6 0 R1 2 2x10"-16'+ rafters - lumber ft R15 2 2x10"-36' rafters - lumber 2 0 R16 2 2x"-16'+ rafters - lumber 53 0 ft Computer Generated Materials List From The 3D Computer Model Roofing R1 1 ridge cap ft R2 1 Roofing Dimensional Comp sq ft R3 1 x8' sheets roof sheathing 38 0 R 1 2x10" 16" OC rafters - fir ft R5 1 2x10" gable fascia 69 0 ft R6 1 2x10" eave fascia 0 0 ft R 1 metal drip edge ft R8 1 gutter 0 0 ft R9 1 downspout 2 0 R /2 x 36" rect. skylight 1 0 R12 2 2x12"-16'+ ridge board - lumber ft R13 2 2x10"-12' rafters - lumber 6 0 R1 2 2x10"-16'+ rafters - lumber ft R15 2 2x10"-36' rafters - lumber 2 0 R16 2 2x"-16'+ rafters - lumber 53 0 ft Insulation IN1 1 12x2x8" batts ceiling insulation 90 0 IN2 1 12x16x8" batts floor insulation 1 0 IN3 1 12x2x8" batts roof insulation 93 0 IN 2 12x2x8" batts ceiling insulation 5 0 IN5 2 6x16x93" batts wall insulation 25 0 Flooring FL1 2 Carpet b sq ft Wall Brd WB1 1 'x8'x1/2" Sheet Sheetrock 1 0 WB2 1 Color 22, Almond sq ft WB3 2 'x8'x1/2" Sheet Sheetrock 19 0 WB 2 Color 1, Beige sq ft Windows W1 1 36x2 sngl casement-hr 2 0 W2 1 36x2 right sliding 0 W3 2 8x36 right sliding 2 0 Doors D1 1 hinge: hidden 9 0 D2 1 36x80x1 3/R ext D3 1 2x8 garage 2-Panel Garge Door 1 0 D 1 96x8 garage 2-Panel Garge Door 1 0 D5 1 36x80x1 3/L ext Int Trim T1 1 1x2-16ft+ window apron 30 0 ft T2 1 1x2-16ft+ sill 30 0 ft T3 1 1x2-16ft+ interior casing ft T 1 0x11 11/16-1" stair tread 1 0 T5 1 0x8" riser 1 0 T6 1 2" wide int. railing 05 0 in T 1 1 3/16" diam. square baluster 28 0 T8 1 1 treads stair stringer 2 0 T9 2 1x2-16ft+ window apron 9 0 ft T10 2 1x2-16ft+ sill 9 0 ft T11 2 1x2-16ft+ interior casing 21 0 ft T12 2 1x6-16ft+ base molding 22 0 ft Fixtures FX1 1 12W95D Garage Door Opener 1 0 FX2 1 12W91D Garage Door Opener 1 0 Electrical E1 1 wall mount Duplex 11 0 E2 1 wall mount Porch Lantern 0 E3 1 wall mount GFCI 1 0 E E5 1 wall mount Single Pole 3 0 E6 1 wall mount Electrical Panel 1 0 E 1 wall mount Three Way 3 0 E8 1 ceiling mount Half Dome 8 0 E9 2 wall mount Duplex 6 0 E10 2 wall mount Single Pole 2 0 E11 2 ceiling mount Half Dome 0 SDSCAD P O Box 3 Mendon, Utah John@hplans.us

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

GARAGE MAIN FLOOR PLAN 1

GARAGE MAIN FLOOR PLAN 1 30 year dimensional shingles and structural panel siding running vertical with 8" on center groove and horizontal siding in eaves. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered

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

GARAGE MAIN FLOOR PLAN 1

GARAGE MAIN FLOOR PLAN 1 30 year dimensional shingles and structural panel siding running vertical with 8" on center groove and horizontal siding in eaves. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered

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

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

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

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

#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

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN 30 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on 24" and framing is 2" x " on 1" centers.

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN 30 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on 24" and framing is 2" x " on 1" centers.

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

BARN MAIN FLOOR PLAN. #G457a 12 x 20 x 8 Gentleman Bunkhouse Shed By SDS-CAD Specialized Design Systems 12'-0" 3'-0" 4'-0" 1'-6" 3'-0" 1'-6" 20'-0"

BARN MAIN FLOOR PLAN. #G457a 12 x 20 x 8 Gentleman Bunkhouse Shed By SDS-CAD Specialized Design Systems 12'-0 3'-0 4'-0 1'-6 3'-0 1'-6 20'-0 3'-0" 12'-0" '-0" 3'-0" BWP 010 BWP 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

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

BWP BWP 8'-0" 5'-0" BWP 12'-0" 5'-0" 60'-0" GARAGE 19'-7" x 59'-0" GARAGE 14'-3" x 59'-0" BWP. 9' Ceiling Height 12'-0" 5'-0" BWP

BWP BWP 8'-0 5'-0 BWP 12'-0 5'-0 60'-0 GARAGE 19'-7 x 59'-0 GARAGE 14'-3 x 59'-0   BWP. 9' Ceiling Height 12'-0 5'-0 BWP 0 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered on 24" and framing is 2" x 6" on 16" centers.

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN 7'-0" 0 year architectural asphalt shingles and horizontal siding over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered on 24" and framing is 2" x 6" on

More information

GARAGE MAIN FLOOR PLAN

GARAGE MAIN FLOOR PLAN REVIION 30 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on 2" and framing is 2" x " on 1"

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

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

E-Blueprints. Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-BLUEPRINTS C ABINS G ARAGES

E-Blueprints. Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-BLUEPRINTS C ABINS G ARAGES SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-Blueprints UP 2x12 joists 16" OC SDS-

More information

Custom Home Design Plan #204 Summit By SDS-CAD Specialized Design Systems

Custom Home Design Plan #204 Summit By SDS-CAD Specialized Design Systems BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BUILD AS PER IRC, UBC OR CURRENT LOCAL CODE REQUIREMENTS Custom Home Design Plan #204

More information

Custom Home Design Plan #217 Cottage By SDS-CAD Specialized Design Systems

Custom Home Design Plan #217 Cottage By SDS-CAD Specialized Design Systems BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. HOME TO BE BUILT AS PER IRC, UBC OR CURRENT CODE Custom Home Design Plan #217 Cottage

More information

E-Blueprints. 2 Car Garage 26' x 30' 780 sq. feet Trussed Roof 2 x 4 Framed Walls 7' Door 8' Ceiling Height E-BLUEPRINTS C ABINS G ARAGES

E-Blueprints. 2 Car Garage 26' x 30' 780 sq. feet Trussed Roof 2 x 4 Framed Walls 7' Door 8' Ceiling Height E-BLUEPRINTS C ABINS G ARAGES SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES 2 Car Garage 26' x 30' 780 sq. feet Trussed Roof 2 x 4 Framed Walls 7' Door 8' Ceiling Height E-Blueprints SDS- CAD SDS-CAD - Specialized

More information

#G X With Bonus Storage By SDS-CAD Specialized Design Systems

#G X With Bonus Storage By SDS-CAD Specialized Design Systems 12'-" 3'-0" 3030 12'-" 30 year dimensinal shingles and virticle structural panel siding. Nailing schedule is " n ends 12" n centers d nails. Trusses are engineered attic trusses n 2".c. and framing is

More information

Custom Home Design Plan #217 Cottage By SDS-CAD Specialized Design Systems

Custom Home Design Plan #217 Cottage By SDS-CAD Specialized Design Systems BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. HOME TO BE BUILT AS PER IRC, UBC OR CURRENT CODE Custom Home Design Plan #217 Cottage

More information

Custom Home Design Plan #211 By SDS-CAD Specialized Design Systems

Custom Home Design Plan #211 By SDS-CAD Specialized Design Systems Plans for as low as $9.99 BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BUILD AS PER UBC, IRC OR CURRENT LOCAL CODE REQUIREMENTS

More information

SDS-CAD Specialized Design Systems Copyright 2002 Website: 26' x 36' Garage With Loft

SDS-CAD Specialized Design Systems Copyright 2002 Website:    26' x 36' Garage With Loft 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: www.sdscad.com Email: sdscad@pcu.net 26'-0" 4" Concrete Slab w/ww mesh over 4" Gravel Fill See details for 8" x 36"

More information

Custom Cabin Design Plan #221 24' x 32' Custom Cabin Chris Lavier By SDS-CAD Specialized Design Systems

Custom Cabin Design Plan #221 24' x 32' Custom Cabin Chris Lavier By SDS-CAD Specialized Design Systems BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. "BUILD AS PER NATIONAL BUILDING CODE CANADA, THE UNIFORM BUILDING ACCESSIBILITY STANDARDS

More information

2x4 Construction 10' Ceilings 36" Brick. 28' x 30' Garage Plan. 28' x 30' Garage

2x4 Construction 10' Ceilings 36 Brick. 28' x 30' Garage Plan. 28' x 30' Garage 2x4 Construction 10' Ceilings 36" Brick Plan 28'-0" 30'-0" 5'-0" 12'-6" 12'-6" 9030 3068 8080 3068 9030 12'-6" 12'-0" 3'-6" 2'-0" 28'-0" 30'-0" 8080 7'-0" 7'-0" 7'-0" 7'-0" 14'-0" 14'-0" Floor Plan Scale

More information

Custom Cabin Design Plan #178 By SDS-CAD Specialized Design Systems

Custom Cabin Design Plan #178 By SDS-CAD Specialized Design Systems Sign up for Free Newsletter - Sign up for free newsletter and receive free plans BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. ELECTRICAL

More information

Cabin Plan 24' x 32' DECK. BEDROOM 9'-8" x 14'-0" LIVING 23'-0" x 16'-7" DECK. Main Floor Plan Scale 3/16"=1'

Cabin Plan 24' x 32' DECK. BEDROOM 9'-8 x 14'-0 LIVING 23'-0 x 16'-7 DECK. Main Floor Plan Scale 3/16=1' 4'-0" 6'-3" 2'-4" 7'-5" 2'-6" 3'-9" 4'-11" 2'-6" 6'-0" 3050 DECK 15'-5" x 5'-7" WP 2868 32'-0" 14'-10" 17'-2" 6'-0" 6'-0" 5'-2" 4'-10" 6'-0" 4'-0" 3050 3050 3050 3050 2868 BEDROOM 9'-8" x 14'-0" UP SD

More information

Project Name: the candlelight. Project No. Scale: sewer line. water line 1 8"=1'-0"

Project Name: the candlelight. Project No. Scale: sewer line. water line 1 8=1'-0 sewer line water line Site Plan scale: 1/8" = 1' 1709 POWERS BLVD. RYAN GLENN SUBDIVISON PHASE 1, BLOCK 5, LOT 3 10,84 SQ. FT. slope grade away from foundation min " in 10' or 5% if 10' is unavailable

More information

front elevation right elevation

front elevation right elevation Ridge Approx. 21'-7" :12 continuous ridge vents 30 year asphalt shingles 8" Lap Hardie Plank Siding 3 1 2" MiraTech window & door trim 3 1 2" MiraTech corner trim 40" Tall Foundation Wall front elevation

More information

SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements

SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC. 320-226.5189 www.101developmentresources.com While every attempt has been made to insure the correctness of this handout, no guarantees are made to its accuracy

More information

36 x 48 Barn. SDS-CAD Specialized Design Systems Copright Website 48'-0" 6'-0" 14'-9 13/16" 14'-9 13/16"

36 x 48 Barn. SDS-CAD Specialized Design Systems Copright Website  48'-0 6'-0 14'-9 13/16 14'-9 13/16 48'-0" 12'-0" 24'-0" 12'-0" (vert)-g (vert)-g UP 36'-0" 14'-9 13/16" 2 in 12 14'-9 13/16" 12'-0" 36'-0" 6'-0" 3'-0" 18'-0" 3'-0" 6'-0" 3046 3046 (vert)-v (vert)-v 3046 3068 3046 6'-0" 3'-0" 7'-6" 3'-0"

More information

Custom Home Design Plan # 118 By SDS-CAD Specialized Design Systems

Custom Home Design Plan # 118 By SDS-CAD Specialized Design Systems REVISIONS SDS-CAD Specialized Design Systems P O Box 74 Mendon, Utah www.sdscad.com email: sdscad@pcu.net Residential Design BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND

More information

Gambrel Roof Garage 24' x 36' SDS-CAD Specialized Design Systems Copyright 2002

Gambrel Roof Garage 24' x 36' SDS-CAD Specialized Design Systems    Copyright 2002 S S S UP S 24'-0" 4'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 4'-6" 3046 3046 3046 36'-0" 12'-0" 24'-0" 10'-6" 3'-0" 10'-6" 4'-6" 3'-0" 4'-6" 3046 3046 S S 3068 2x12 joists 16" OC Micro Lam Beam 5 1/2" x 14" Min

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

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

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

TABLE OF CONTENTS A-1 TITLE PAGE A-2 EXISTING FOUNDATION AND 1ST FLOOR PLAN

TABLE OF CONTENTS A-1 TITLE PAGE A-2 EXISTING FOUNDATION AND 1ST FLOOR PLAN FOR VISUALIZATION PURPOSES ONLY - SEE ELEVATIONS FOR GREATER DETAIL TABLE OF CONTENTS A-1 PAGE A- EXISTING FOUNDATION AND 1ST FLOOR PLAN A-3 EXISTING ND FLOOR DEMO AND ELEVATIONS A-4 PROPOSED FOUNDATION

More information

GARAGES/ONE-STORY City of Grand Rapids Building Safety Division

GARAGES/ONE-STORY City of Grand Rapids Building Safety Division GARAGES/ONE-STORY City of Grand Rapids Building Safety Division 218-326-7601 www.cityofgrandrapidsmn.com This handout is intended only as a guide and is based in part on the 2015 Minnesota State Building

More information

THE FLORIDA BUILDING CODE

THE FLORIDA BUILDING CODE THE FLORIDA BUILDING CODE 1. According to the Florida Building Code, spiral stairway treads must all be identical and rise must be sufficient enough to provide a headroom of minimum. A. 6'- 4" B. 6'- 6"

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

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

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

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory

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

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

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

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

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

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

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

Section numbers refer to the 2018 International Residential Code (IRC), as modified, unless otherwise noted. Revised Effective Sept.

Section numbers refer to the 2018 International Residential Code (IRC), as modified, unless otherwise noted. Revised Effective Sept. Residential Plan Check Addendum Page 2 of 5 Building Permit # Section numbers refer to the 2018 International Residential Code (IRC), as modified, unless otherwise noted. Revised Effective Sept. 5 th,

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

Plot Plan for Decks Date. Name Phone # Address Zip APN # _- _- _ (see property tax bill or call the assessor s office ) FRONT PROPERTY LINE

Plot Plan for Decks Date. Name Phone # Address Zip APN # _- _- _ (see property tax bill or call the assessor s office ) FRONT PROPERTY LINE City of Beaumont Plot Plan for Decks Date Name Phone # Address Zip APN # _- _- _ (see property tax bill or call the assessor s office 955-600) FRONT PROPERTY LINE House REAR PROPERTY LINE - Show patio

More information

Garage/Accessory Structures

Garage/Accessory Structures Garage/Accessory Structures City of New Prague Building Inspections Department 118 Central Ave N New Prague, MN 56071 (952) 758-4401 Fax (952) 758-1149 Requirements for submitted Building Plans Signed

More information

Colorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International

Colorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International Building Guide Colorado Chapter of the International Conference of Building Officials Colorado Building Chapter of the International Guide Code Council Single Family Residential One Story Detached Garage

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

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

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

DESIGN FORM. Rapid River Rustic, Inc. Cedar Log Homes and Fencing B.I. PHONE: CROSS-SECTION ENGINEER STAMP ARCHITECT STAMP

DESIGN FORM. Rapid River Rustic, Inc. Cedar Log Homes and Fencing B.I. PHONE: CROSS-SECTION ENGINEER STAMP ARCHITECT STAMP NAME: ADDRESS: JOB NUMBER: DEALER: PH: WORK PH: BUILDER: SEND DRAWINGS TO: CUSTOMER DEALER SITE ADDRESS: B.I. NAME: B.I. PHONE: COUNTY: SNOW LOAD (PSF): SPECIAL LOCAL CODE REQUIREMENTS: PLANS PRELIMINARY:

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

206 Basic Construction Management

206 Basic Construction Management 7024_CH13_APP2.QXP_pz 10/23/08 10:13 AM Page 206 206 Basic Construction Management Framing Trade Contractor Job Name, Number Pass/Fail/NA All work complies with locally adopted codes and International

More information

Incl. Ft. In. SF Qty. Calcs Item Directions

Incl. Ft. In. SF Qty. Calcs Item Directions House & Porch Specs Most "Ft." measurements are restricted to even numbers, due to standard building material sizes. Round all restricted measurements up to next highest even number. All blue-highlighted

More information

BUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL Phone: (321) Fax: (321)

BUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL Phone: (321) Fax: (321) BUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL 32907 Phone: (321) 953-8924 Fax: (321) 953-8925 CUSTOMER SERVICE INFORMATION ON RESIDENTIAL PLAN REVIEW REQUIRED DOCUMENTS MUST BE SUBMITTED AT TIME

More information

SDS-CAD Specialized Design Systems Copyright 2002 Website: 26' x 38' Gambrel Barn

SDS-CAD Specialized Design Systems Copyright 2002 Website:    26' x 38' Gambrel Barn 26' x 38' Gambrel Barn Website: www.sdscad.com Email: sdscad@pcu.net 26'-0" 4' x 4' Slab 4' x 4' Slab 4" Concrete Slab w/ww mesh over 4" Gravel Fill 38'-0" 38'-0" 26'-0" 24'-0" 16' x 24' Concrete Slab

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

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

RESIDENTIAL DETACHED ACCESSORY STRUCTURES

RESIDENTIAL DETACHED ACCESSORY STRUCTURES RESIDENTIAL DETACHED ACCESSORY STRUCTURES *A Building permit is required for any alteration or addition to any existing building or structure. MN State Building Code Section 1300.0120 Subpart 1 Permit

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

City of Hughson Building Safety Division 7018 Pine Street Hughson, CA (209)

City of Hughson Building Safety Division 7018 Pine Street Hughson, CA (209) City of Hughson Building Safety Division 7018 Pine Street Hughson, CA 95326 (209) 883-4054 RESIDENTIAL ATTACHED PATIO COVERS Patio covers are one story roofed structures not more than 12 feet above grade,

More information

THE ASHTON PERSPECTIVE VIEW

THE ASHTON PERSPECTIVE VIEW THE ASHTON PERSPECTIVE VIEW TYPICAL DETAILS GENERAL DESIGN NOTES: 1. THESE DRAWINGS ARE OF A GENERAL NATURE AND ARE NOT INTENDED TO CONVEY THE METHOD OR MEANS OF CONSTRUCTION. IT IS ASSUMED THAT ALL WORK

More information

Custom House Plans. Developed By SDS-CAD Specialized Design Systems Website:

Custom House Plans. Developed By SDS-CAD Specialized Design Systems Website: Custom House Plans Developed By S-CAD Specialized Design Systems Website: www.sdscad.com Email: sdscad@pcu.net Custom House Plans Cape Cod Country Estate Copyright 2003 sdscad 12'-6" 8'-3" 7'-0" 8'-6"

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

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE - 268-5161 Residential Accessory Structures This information has been compiled for the benefit of any person

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

Calculated Quantities and Details

Calculated Quantities and Details Estimate # 8/14/2007 Estimate For: Bill Johnston Finest Quality Homes 1234 Heght Blvd #204 Houston Tx 77079- Ph: (281) 555-5555 Fax: (281) 555-5556 P.O. Box 323 Simonton Tx. 77476 Phone: (281) 346-2462

More information

CITY OF HAGERSTOWN PLANNING & CODE ADMINISTRATION DEPARTMENT. Submittal Requirements

CITY OF HAGERSTOWN PLANNING & CODE ADMINISTRATION DEPARTMENT. Submittal Requirements CITY OF HAGERSTOWN PLANNING & CODE ADMINISTRATION DEPARTMENT 1 East Franklin Street Phone: 301-790-4163 Third Floor Hagerstown, MD 21740 Fax: 301-791-2650 BUILDING PERMIT APPLICATION FOR RESIDENTIAL ACCESSORY

More information

28' x 28' Cabin. Cabin Plan 28' x 28'

28' x 28' Cabin. Cabin Plan 28' x 28' 28' x 28' Cabin Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems email sdscad@pcu.net www.sdscad.net Copyright 2002 28'-0" 10'-0" 8'-0" 10'-0" 5'-0" 5'-0" 4'-4" 3'-8" 5'-0" 5'-0" 3040 2030 3040

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

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

POST AND FRAME STRUCTURES (Pole Barns)

POST AND FRAME STRUCTURES (Pole Barns) POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:

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

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

U.S. EDITION RESIDENTIAL CONSTRUCTION DETAILS SAMPLE. A visual guide to construction detailing. Emma Walshaw

U.S. EDITION RESIDENTIAL CONSTRUCTION DETAILS SAMPLE. A visual guide to construction detailing. Emma Walshaw RESIDENTIAL CONSTRUCTION DETAILS U.S. EDITION A visual guide to construction detailing Emma Walshaw Contents INTRODUCTION 4 PRINCIPLES OF CONSTRUCTION DETAILING 6 FOUNDATIONS 9 PRINCIPLES OF FOUNDATION

More information

Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines

Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines Date Application Model same as Name/No. Contractor Reviewed by Reply Checked by The plan review process can be a complex and lengthy

More information

Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines

Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines Date Application Model same as Name/No. Contractor Reviewed by Reply Checked by The plan review process can be a complex and lengthy

More information

Typical Deck Details Based on the 2009 International Residential Code (Designed and Printed August 2010)

Typical Deck Details Based on the 2009 International Residential Code (Designed and Printed August 2010) 1307 West Lehigh Street Bethlehem, PA 18018 610-866-9663 Office info@keycodes.net www.keycodes.net Typical Deck Details Based on the 2009 International Residential Code (Designed and Printed August 2010)

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

REAR PORCH/COVER PATIO

REAR PORCH/COVER PATIO REAR PORCH/COVER PATIO 1108 S. BUCHANAN STREET ARLINGTON, VA PROJECT TEAM DRAWING INDEX 9818 SUDLEY MANOR DR MANASSAS, VA DESIGNER H.D. DESIGN BUILD, LLC HENDERSON E. DIAZ IVE MANASSAS, VA GENERAL DRAWINGS

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

Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines

Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines Hampton Roads Regional 1 & 2 Family Residential Plan Submittal Guidelines This document was taken from the 2012 VBCOA Region VIII Residential Plan Review document in its entirety and, except for the logo

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

15/32" CDX PLY W/ RADIANT BARRIER (COMMON NAILS) 2X ROOF RAFTERS (SEE PAGE 2) R-30 BATT. INSUL / CLIMATE ZONES14 AND 16

15/32 CDX PLY W/ RADIANT BARRIER (COMMON NAILS) 2X ROOF RAFTERS (SEE PAGE 2) R-30 BATT. INSUL / CLIMATE ZONES14 AND 16 2017 COUNTY OF LOS ANGELES RESIDENTIAL CODE WOOD FRAME PROVISIONS DEAD LOAD SHALL NOT EXCEED 15 PSF FOR COMBINED ROOF / CEILING OR EXTERIOR WALLS AND PSF FOR FLOORS OR PARTITIONS. THIS SHEET IS FOR INFORMATION

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

WALL CONSTRUCTION CHAPTER 6

WALL CONSTRUCTION CHAPTER 6 CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL R601.1 Application. The provisions of this chapter shall control the design and construction of all walls and partitions for all buildings. R601.2 Requirements.

More information

Pulaski County, Virginia Practical Wall Bracing

Pulaski County, Virginia Practical Wall Bracing Pulaski County, Virginia Practical Wall Bracing Based on the 2012 Virginia Residential Code The information herein provides guidelines for complying with the most common Practical Wall Bracing provisions

More information