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CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane (002)1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ 1. 2. 3. Square Footages Sq ft numbers are interior to room for use in calculating finishes. Cabinets and fixtures not subtracted. Add for doorways when floor finishes run through. 1 - Exterior walls 2x6 wood stud @ 16" oc. Provide insulation & vapor barrier conforming to state or local codes. Interior sheathing 1/2" gypsum board. Provide 1/2" exterior rated sheathing, house wrap with drainage plane and siding. Provide step flashing at walls adjacent to roof planes. 2 - Interior walls 2x4 wood stud @ 16" oc, unless noted otherwise. 3 - Roof - see structural for rafter sizes. Provide 5/8" exterior rated roof sheathing 15# roofing felt, ice & water shield at eaves and valleys, aluminum drip edge and asphalt shingles or metal roofing. Structure not calculated to support slate or tile. Flash all penetrations. Provide cricket at any added chimneys. 4 - Provide roof and/or ceiling insulation per code. Provide soffit and ridge vents where required for insulation strategy. (Verify with code officer - closed cell spray foam or dense- pack cellulose installed at rafters and filling ridge and eaves generally contra-indicates venting, batt insulation always requires venting). 5 - Provide smoke detectors where shown, where required by code and where required by local authorities. 6 - Provide fire resistive materials where required by code, including but not limited to, firestopping at penetrations, 5/8" Type X drywall on walls and ceilings to separate garage (where garage present in design) from dwelling, and separation of dwellings (where more than one dwelling present in design), and protection of flammable insulation materials. See Table R306.6 IRC 2015 with MA amendments. 7 - Note not applicable 8 - Compliance with code requirements for rooms size and clearancess, (hallway widths, room sizes, etc) assume 1/2" drywall on walls and 1/2" drywall on 3/4" strapping on ceilings. Adjust as required if materials differ. 9 - Some windows must be installed with a head height greater or lesser than the standard 80" or 82 1/2" to provide clearance at kitchen counters, to meet code sill height or to clear roofs. Where approx 84" head height is called for, install 2x10 header tight to double top plate, frame window RO tight to header. 10 - Shear is only called out where Continuous Portal Frame will not suffice. See Section R602.10.4 (Pages 177 - 188) of the IRC 2015 with MA amendments. ¼"= 1' Scale Notes Heat Detector Dimensions are to face of stud, unless noted otherwise. Closets are 24" clear inside, unless dimensioned otherwise. CC SDSD Smoke Detector DD SS Exterior walls 2x6 wood stud Interior walls 2x4 wood stud, unless noted otherwise 33 Wall Keys 22 66 2x3 wood stud wall, 16" oc 2x wood studs on the flat 2x6 wood stud wall, 16" oc Wall Types Dimensions AA Key Notes 30" x 22" Minimum Attic Access Panel - Insulated (RO 34" x 26") FF COCO HDHD Carbon Monoxide Detector VV Note: 2x4 wood stud wall, 16" oc unless otherwise noted Center - Place door or window centered on wall Snug - Door or Window trim will be snug and may need to be cut down Field locate for plumbing or mechanical Double Stud or structural mull – adapt to suit chosen window brand. Object is to have some “bite” for curtain hardware and exterior aesthetics. Verify size of fixture or appliance Adjust dimensions to accommodate Sca le : 1 "= 1 " These are predesigned home plans, designed to bring good design and construction drawings to people at more affordable prices and faster time frames than traditional architecture. Where traditional "internet" home plans disclaim all responsibility, we split responsibility between us (Artform) and the owner. We encourage the future homeowners to use a quality builder who can assist them with this. They are responsible for thermal and moisture decisions and for meeting code in ways that a quality builder should know without an explicit detail. We are responsible for things that are directly related to the design and/or that a quality builder couldn't reasonably figure out on their own - specifically the following IRC 2015 with MA amendments code sections: 1 - Room sizes (Section R304) 2 - Ceiling Height (Section R305) 3 - Floor space & ceiling height at Toilet, Bath and Shower Spaces (Section R307) 4 - Hallway widths (Section R311.6) 5 - Door types & sizes (Section R311.2) 6 - Floor space in front of doors (Section R311.3) 7 - Stair width - The stairs in our designs will be a minimum of 36" wide measured wall surface to wall surface, allowing compliance with R311.7.1 with installation of correct handrail. 8 - Stairway headroom (Section R311.7.2) 9 - Stair treads and risers (Section R311.7.5) 10 - Landings for stairways (Section R311.7.6) 11 - Emergency Escape Window Sizes (Section R310.2.1, R310.2.2, R310.2.3 and R310.2.4). Casement windows may require manufacturer's emergency escape window hardware. Will also comply with NFPA 101. 12 - Structural Floor Framing (Section R502.3) Where dimensional lumber is shown, framing members will be sized according to this section of the code. Where engineered wood products are shown, those framing members will be size according to the manufacturer's tables for loads and spans, or sizes will have been calculating using manufacturer's published materials properties. 13 - See structural sheets for additional notes. The builder can and should add information to this set, such as Rescheck, a hand markup of our generic thermal and moisture section, additional information about doors and windows (such as fire rating, tempering, etc), foundation drops relative to site grading, and sometimes their chosen method of basement egress. These drawings are not intended to be used without that additional information. Where a construction address is shown on the drawings, it is for copyright control only. We have not inspected the site, adapted the design to state specific laws (except where it says so in the drawings) or site or region specific climate conditions. Homeowner and/or Builder shall be responsible for thermal and moisture control strategies, materials choices and compliance with applicable laws and ordinances. Please do feel free to call us with any questions. We can and do update our drawings and standard notes to address specific concerns, especially in jurisdictions where our clients will be building again.Dear Everybody, Dear Code Officer, Permissable uses of these draw ings: - All activities associated with construction at the listed address. - Pricing or preliminary discussions with zoning or code officials for construction at other addresses, with prior notification to Artform Home Plans - just use the Contact form on the web site - http:// www.artformhomeplans.com/contact.a5w Not Permitted: - Application for any permits or other approvals for construction at properties other than the listed address, including but not limited to construction, zoning, conservation, or design review. - Modification of the basic design. Use of these drawings outside these parameters is a violation of federal copyright law, punishable by both civil action and criminal prosecution. It's also stealing or enabling theft, which doesn't suddenly become less bad just because it's "intellectual property". Making changes, even significant changes, does not change this. Under copyright law, that's "derivative works". You still used our work, and we still spent significant time preparing it, quite possibly in the wee hours when everybody else was sleeping! We can provide drawings suitable for use in obtaining design or zoning approvals without incurring the expense of a full set of construction drawings. Contact us for more information. We want to allow reasonable use at reasonable costs, just not have our work stolen.AFHP CD Commons 17.3 X10_Mass DW W09 @ 92.25"D11-2868 3678 D10-2868D03-2068 3068W03 @ 92.25"W03 @ 92.25" W12 @ 92.25" D13-3068 D12-3068W10 @ 92.25"D08-2868D06-2468W03 @ 92.25" D16-6068 W15 @ 92.25"W04 @ 92.25" D18-16070 1 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 11'-2 3/4"11'-2 3/4" 22'-0"38'-0" 60'-0" 8'-8"5'-9"11'-9 1/2"5'-3 1/2"1'-10"4'-8" 12'-1 3/4"12'-6 1/2"4'-1 3/4"9'-2" 12'-0"25'-6 1/2"22'-5 1/2" 6'-6"6'-6" 60'-0"19'-8 1/4"10'-8 3/4"20'-0"10'-5"7"4'-5"8'-0"23'-0"20'-1 3/4"2'-10 1/4"4'-8 1/2"6'-10"4'-1 1/4"4'-4 1/4"3'-0"3'-6"11"1'-6" 2'-3 1/2" 1'-6"3'-5"3'-10" 3'-9 1/4"4'-8"3'-6 3/4"4'-1"11"11"13'-0"13'-0"11"10'-0"10'-0"8'-5 1/2"2'-5"12'-10"3'-7 1/2"3'-6"6'-0 1/2"3'-5"3'-5"3'-5"12'-8 1/2"20'-0"12'-0"6'-0"2'-7"3'-6 1/2"5'-0"3'-4 1/2"3'-5 1/2"6'-6 1/2"2'-6" 3'-6 1/2"5'-10"35'-5"35'-5"27'-10" Porch5'-0"13'-0"12'-6 1/2"12'-0"11'-8 1/4"11'-3 3/4"66 22 22 Dn Up Kitchen / Dining 13'-9" x 19'-0" 245 sq ft Closet FF Study 12'-0" x 10'-1" 121 sq ft Mudroom 5'-8" x 11'-11" 67 sq ft Garage 472 sq ft VV Post Dimensions V indicates Verify size of appliance or fixture and adjust framing to suit. Symbol typical Note: Where doors are not dimensioned, common sense & graphic placement govern. NOTE TO HOMEOWNER: These construction plans ARE NOT a part of your construction contract with your builder, unless your P&S agreement specifies that they are. Your P&S and it's attachments (like the builder's specifications or a review set of this design) describes what you and your builder agreed the builder would build for you. We here at Artform Home Plans do not have the authority to obligate your builder to provide you with amenities like fireplaces and spa tubs. The contract between you and your builder governs. Trimmed openings are not on door schedule, and sizes are approximate. Adjust to fit trim and/or balance trim with exposed wall. Solid 6x6 PT, typ @ Porch Columns See elevations for decorative covers Dark square indicates Post in Wall Conform to all code requirements, including but not limited to: 1 - Provide gypsum board at walls and/ or ceilings per code for separation of garage from living areas. 2 - Provide fire rated and/or self closing doors per code for separation of garage from living areas. 3 - Protect duct and other penetrations per code for separation of garage from living areas.Slope garage floor per code. Consult codeofficer for additional floor height requirementsAt kitchens, always double check clearance to selected backsplash, confirm cabinet placement and center window on sinkOptional GasFireplace w/MantelShear required at far left and far right of Garage front wall - See Shear Sheet Align face of stud with face of foundation at house side Window head (frame) off sub-floor Opt Deck 143 sq ft SDSD COCO HDHD HDHD SDSD 1 0 1 2 3 4 First Floor Plan Living Area this Floor: 999 sq ft 9'-0" Finished Ceilings STAIRS UP TO 2nd FLOOR: 16 Equal Risers @ 7 5/8" +/- 13 Treads @ 10" each, as measured nose to nose 2 Landings Division between Kit, Dine & Liv is arbitrary. See GC for flooring quantities.Post DimensionsBoxed Beam Above Bearing Wall SDSD COCO Living 17'-2" x 19'-0" 327 sq ft Porch 170 sq ft LandingLandingPost DimensionsBearing Wall Bearing Wall Bearing Wall Bearing Wall Entry 7'-1" x 7'-8" 46 sq ft Lav 5'-3" x 7'-8" 34 sq ft COCO Porch slab is level with main house 1st floor sub-floor Garage slab is level with main house 1st floor sub-floor Optional Island Verify Size and location of Deck Sloped low wall this section (approx 3 treads) follow angle of stairs. © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layoutB rick le Petite6/14/2018 4:09:03 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction These drawings are intended for use by an experienced professional builder in responsible charge of the entire project, including but not limited to mechanical, electrical and sitework. Any additional adaptation for these trades or other trades must be determined prior to start of construction. Contact Artform for any adjustments needed. These drawings are intended for use by an experienced professional builder in responsible charge of the entire project, including but not limited to mechanical, electrical and sitework. Any additional adaptation for these trades or other trades must be determined prior to start of construction. Contact Artform for any adjustments needed. With these drawings a copyright license is granted for a single construction only at 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc.. This is a License to Build, and does not include a License to Modify, except as required to conform to building code or fulfill builder's/owners responsibilities. NOTE: Plans Must Be Printed in Color. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 1 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ Door & Window Notes 1.Rated Doors: Provide fire rated and/or self-closing doors where required by local codes or local authorities 2.Trimmed Openings: Trimmed openings not shown on schedule. See Plan. 3.Window Tempering: Provide tempered windows where required by local codes or local authorities. Tempering column provided here for convenience. Windows have not been reviewed for tempering requirements. 4.Window RO's: 1/4" or 1/2" on each of 4 sides allowed for window RO's, typical. Review framing size vs RO size. Adjust per manufacturer's requirements and/or builder preference. 5.Egress Windows: Provide minimum one door or window meeting egress requirements in basement, in each sleeping room, in each potential sleeping room, and other locations required by local code, in sizes required by local code. Note that casement windows coded by manufacturer as meeting IRC 2015 with MA amendments egress requirements typically need to be ordered with specific hardware. Emergency Escape Window Sizes (Section R310.2.1, R310.2.2, R310.2.3 and R310.2.4). Will also comply with NFPA 101. 6.Basement Windows: Add basement windows as required to meet state or local code requirements, including but not limited to egress and light/ventilation. 7.Skylights: Skylights are not shown on this schedule, but may be required. Consult builder and/or see floor plan. 1/4"=1''-0" LEGEND STD. AREA - Measured to centerlines of walls INT. AREA - Measured to finished surface of walls NOTES Doors & Windows are preliminary and could vary in final construction drawings. These totals are software generated. Total of heated area on first page will vary slightly from a sum of those same spaces from these schedules because the computer measures to the centerline of walls abutting porches, decks and attics. In manual calculations we measure to the face of framing to more closely follow industry standards. Window Tempering: Check all windows for tempering requirements prior to ordering. Basement Window s: To be determined to suit local code and site conditions Rough Openings: 1/2" on each of 4 sides allowed. Adjust to suit window brand and/or builder preference. Area Key: STD. AREA - measured to exterior face of framing at exterior walls - measured to centers of other walls, including those adjoining an attic, deck, garage or porch. This is provided for general use only and will not correspond exactly to sq ft following ANSI standards or zoning requirements. INT. AREA - measure to finished surface - allow extra for floor for the following areas that are not included in this calculation: ·flooring inside doorways ·approx 1" at joint between adjacent spaces, such as a kitchen and dining. DIMENSIONS - software generated interior room dimensions. Allow for the following: ·Dimensions are rounded to nearest inch ·Software calculates at the widest point. Adjustments will be needed in sales and contracts for irregular rooms Fire Rating: Check all doors for fire rating and/or closer requirements per local code LEGEND STD. AREA - Measured to centerlines of walls INT. AREA - Measured to finished surface of walls NOTES These totals are software generated. Total of heated area on first page will vary slightly from a sum of those same spaces from these schedules because the computer measures to the centerline of walls abutting porches, decks and attics. In manual calculations we measure to the face of framing to more closely follow industry standards. NOTES Doors & Windows are preliminary and could vary in final construction drawings. Additional Doors and/or Windows for basements may be required to meet code. W08 @ 86.25" W08 @ 86.25"W05 @ 86.25"D07-2868 W07 @ 86.25"W08 @ 86.25"W02 @ 86.25"W06 @ 86.25"D05-2468D09-2868D15-5068D09-2868 W01 @ 86.25"W01 @ 86.25"D07-2868W06 @ 86.25"W11 @ 76.25"D07-2868W05 @ 86.25" D09-2868 D05-2468 4578D14-4068D14-4068 D02-1868 D04-2468 D01-16681 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 22'-0"26'-0"12'-0" 13'-3 3/4"12'-8 1/4" 60'-0" 60'-0" 22'-0"26'-0"12'-0"20'-0"11'-6"3'-11"19'-8 1/4"15'-8 3/4"35'-5"4'-8"3'-6"4'-7"1'-5"6'-1"5'-9"2'-7"5'-11"3'-6"4'-5"23'-0"8'-0"35'-5"10'-0"5'-2 1/2"6'-9 1/2"11'-6"4'-0"5'-0"2'-6"6'-4"4'-5 1/4"4'-5 1/4"6'-9 1/2" 6'-6"6'-6"1'-11" 1'-10 1/4" 5'-0"2'-0 3/4"2'-2" 13'-0"13'-0"4'-8 1/2"7'-1 1/2"3'-7 3/4"3'-6"3'-0 1/4"1'-0"4'-5"3'-11 1/4"6'-6 1/4"1'-6"4'-10"2'-7"12'-5"6'-9 1/2"1'-8"8'-8"2'-8"6'-10"9'-8 1/2"3'-0" 12'-8 1/2"7'-8"5'-2"6'-1 1/4"5'-10 3/4"7'-0"3'-0"10'-0"4'-0"2'-3"3'-6"5'-9"1'-8"5'-3 1/2"7"5'-0"5'-2"3'-0"3'-4 1/2"5'-8"8'-9 1/2"5'-0"9'-5"4'-6 3/4"6'-0"4'-6"66 66 66 66 66 66 22 Bedroom 11'-0" x 11'-11" 131 sq ft M Bath 7'-8" x 11'-11" 93 sq ft Bedroom 12'-0" x 11'-2" 133 sq ft Ldry 8'-7" x 5'-8" 49 sq ft M Bdrm 15'-2" x 19'-6" 266 sq ft Clg Height: 109 1/8" Attic 38 sq ft FF Hall 115 sq ftSDSDCOCO SDSD SDSD Dn VV V indicates Verify size of appliance or fixture and adjust framing to suit. Symbol typical Bath 61 sq ft VV Note: Where doors are not dimensioned, common sense & graphic placement govern. Ceiling break line - changes from sloped to flat Second Floor Plan 1 0 1 2 3 4 Living Area this Floor: 1434 sq ft 8'-0" Finished Ceilings, Unless Noted Otherw ise Window head (frame) off sub-floor Post DimensionsPost Dimensions See Cross Sections For Wall Heights AA Bearing Wall Bearing Wall Bearing Wall 66 Rail or Half Wall 66 M Clos 6'-0" x 15'-0" 89 sq ft Clg Height: 109 1/8" Attic Bedroom 11'-6" x 12'-6" 143 sq ft Clos 15 sq ft Lin 5 sq ft Bath 8'-7" x 6'-2" 46 sq ft SDSD Lin 4 sq ft Closet 9 sq ft Bdrm Hall 4'-8" x 4'-6" 21 sq ft Linen Attic 47 sq ft VV Trimmed openings are not on door schedule, and sizes are approximate. Adjust to fit trim and/or balance trim with exposed wall. 66 66 ClosSDSD SDSD COCO Optional Built-inRail or Half Wall AA Line of wall above WINDOW SCHEDULE NUMBER QTY WIDTH HEIGHT R/O EGRESS TEMPERED DESCRIPTION COMMENTS W01 2 29 1/2 "47 1/2 "30"X48"DOUBLE HUNG W02 1 23 1/2 "47 1/2 "24"X48"YES DOUBLE HUNG W03 3 35 1/2 "65 1/2 "36"X66"DOUBLE HUNG W04 1 23 1/2 "47 1/2 "24"X48"DOUBLE HUNG W05 2 38 "61 1/2 "38 1/2"X62"YES DOUBLE HUNG W06 2 38 "61 1/2 "38 1/2"X62"DOUBLE HUNG W07 1 38 "61 1/2 "38 1/2"X62"YES DOUBLE HUNG W08 3 76 "61 1/2 "76 1/2"X62"YES 2X DH W09 1 71 "65 1/2 "71 1/2"X66"2X DH W10 1 106 1/2 "65 1/2 "107"X66"YES 3X DH W11 1 35 1/2 "23 1/2 "36"X24"SINGLE AWNING W12 2 23 1/2 "23 1/2 "24"X24"SINGLE AWNING W13 1 35 1/2 "35 1/2 "36"X36"SINGLE CASEMENT-HL W14 1 35 1/2 "35 1/2 "36"X36"SINGLE CASEMENT-HR W15 1 35 1/2 "47 1/2 "36"X48"SINGLE CASEMENT-HR DOOR SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT TYPE COMMENTS D01 1 2 1668 L IN 18 "80 "HINGED D02 1 2 1868 R IN 20 "80 "HINGED D03 1 1 2068 L IN 24 "80 "HINGED D04 1 2 2468 R IN 28 "80 "HINGED D05 2 2 2468 L IN 28 "80 "HINGED D06 1 1 2468 R 28 "80 "POCKET D07 3 2 2868 L IN 32 "80 "HINGED D08 1 1 2868 L IN 32 "80 "HINGED D09 3 2 2868 R IN 32 "80 "HINGED D10 1 1 2868 R EX 32 "80 "HINGED D11 1 1 2868 R IN 32 "80 "HINGED GLASS D12 1 1 3068 L EX 36 "80 "HINGED D13 1 1 3068 R EX 36 "80 "HINGED D14 2 2 4068 L/R IN 48 "80 "DOUBLE HINGED D15 1 2 5068 L/R IN 60 "80 "DOUBLE HINGED D16 1 1 6068 R EX 72 "80 "SLIDER D17 1 0 6068 R EX 72 "80 "SLIDER D18 1 1 16070 192 "84 "GARAGE © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:03 PMIssued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 2 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALLMAXIMUM UNSUPPORTED WALL HEIGHT(feet)MIAXIMUM UNBALANCED BACKFILL HEIGHT(feet)MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches)Soil classes and design lateral soil (psf per foot of depth)GW, GP, SW, SP30 GM, GC, SM, SM-SC and ML45 SC, ML-CL and inorganic CL60845678NRNR6 @ 41NRNR NRNR6 @ 35NR6 @ 36 NRNR6 @ 266 @ 376 @ 35MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALLMAXIMUM UNSUPPORTED WALL HEIGHT(feet)MIAXIMUM UNBALANCED BACKFILL HEIGHT(feet)MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches)Soil classes and design lateral soil (psf per foot of depth)GW, GP, SW, SP30 GM, GC, SM, SM-SC and ML45 SC, ML-CL and inorganic CL60945678NRNR6 @ 36NRNR NRNR6 @ 32NR6 @ 35 NRNR6 @ 236 @ 356 @ 32MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALLMAXIMUM UNSUPPORTED WALL HEIGHT(feet)MIAXIMUM UNBALANCED BACKFILL HEIGHT(feet)MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches)Soil classes and design lateral soil (psf per foot of depth)GW, GP, SW, SP30 GM, GC, SM, SM-SC and ML45 SC, ML-CL and inorganic CL601045678NRNR6 @ 35NRNR NRNR6 @ 29NR6 @ 35 NRNR6 @ 216 @ 356 @ 29106 @ 34 6 @ 22 6 @ 166 @ 27 6 @ 17 6 @ 139Foundation Contractor Check ListConfirm or review the following prior to forming & pouring foundationInitialsDate Checked____________Confirmed soil bearing____________Checked w/GC for added foundation steps to suit grade____________Confirm sill plate thickness (foundation bolts to extend through all)____________Confirmed garage door size____________Checked w/GC for added basement windows____________Checked w/GC for added basement man doors____________Confirmed sizes & locations mech/plbg penetrations____________Confirmed sizes and locations of beams w/GC, added or adjusted beam pockets____________Confirmed location and installed electrical service grounding - See GC for locationFramers Check ListConfirm or review the following prior to framing:Initials Date Checked____________Framing Plans, floor plans, elevations & sections on-site & reviewed____________Confirmed window brand and sizes, adjusted RO's____________Confirmed kitchen sink location & assoc. window____________Confirmed duct chase sizes____________Consult GC re: regional adjustments to framing member sizes per lumber yard calculations____________If rafter size changed to accommodate snow load different, reviewed details, particularly where windows near roofs, for needed adjustments____________Confirmed optional porch and/or deck sizes Structural General Notes:1.Builder shall consult and follow the building code and otherregulations in effect for the building site for all constructiondetails not shown in these drawings. Requirements describedhere are specific to this design and/or are provided asreference. Additional building code or local requirements mayapply.2.Builder shall maintain a safe worksite, including but not limitedto, provision of temporary supports where appropriate andadherence to applicable safety standards.3.Design is based on the snow load listed on the framing plans,90 mph basic wind speed, Exposure type B, soil bearingcapacity of 2000 psf, and Seismic Category C, unlessotherwise noted on the framing plans. Builder shall promptlyinform Artform Home Plans of differing conditions.Foundations1.No footing shall be poured on loose or unsuitable soils, inwater or on frozen ground.2.All exterior footings to conform to all applicable coderequirements for frost protection.3.All concrete shall have a minimum compressive strength of atleast 3000 PSI at 28 days.4.Foundation achorage to comply with IRC 2009 SectionR403.1.6, it shall consist of minimum size 1/2" diameter anchorbolts with 3/16" x 2" x 2" washers at a maximum of 72" oc fortwo stories or 48" oc for more than two stories, max of 12" fromeach corner, min of 2 bolts per wall. Anchor bolt shall extend 7"into concrete or grouted cells of concrete masonry units. Beaware that a garage under may be counted by your codeofficer as a story. Additional anchorage may be required atbraced walls.Wood Framing1.All structural wood shall be identified by a grade mark orcertificate of inspection by a recognized inspection agency.2.Structural wood shall be Spruce-Pine-Fir (SPF) #2 or better.3.When used, LVL or PSL indicate Laminated Veneer Lumberor Parallel Strand Lumber, respectively. Products used shallequal or exceed the strength properties for the size indicatedas manufacturered by TrusJoist. 4.When used, AJS indicates wood I-joists as manufactured byBoise Cascade. Products of alternate manufacturers may besubstituted provided they meet or exceed the strengthproperties for the member specified.5.All floor joists shall have bridging installed at mid-span or at8'-0" oc maximum. 6.Floor systems are designed for performance with subfloorglued and screwed. 7.At posts, provide solid framing/blocking to supports below.Provide minimum 1 1/2" bearing length for all beams andheaders, unless noted otherwise.8.All wood permanently exposed to the weather, in contact withconcrete or in contact with the ground shall meet coderequirements for wood in these environments.9.Deck ledgers shall be securely attached to the structure and/or independently supported, including against lateralmovement, per building code requirements and bestpractices. Unless otherwise noted, decks shall have solid4x4 pt posts up to 6 ft above grade, and solid 8x8 for heights above that. 10.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 11.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 12.Where multiple beams are supported on one post, provide min 2" bearing for each, via either appropriately sized post cap or additional post(s). 13.Hangers, post caps, ties and other connectors shall be as manufactured by Simpson Strong Tie, as designed to connect the members shown, and shall be installed per manufacturer's instructions. Prefabricated Wood Trusses 1.Where trusses are indicated on the drawings, truss design shall be provided by truss manufacturer. 2.Trusses shall be designed in accordance with applicable provisions of the latest edition of the National Design Specifications for Wood Construction (NDS), American Forst and Paper Association (APA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), Truss Plate Institute (TPI) and code of jurisdiction. 3.Manufacturer shall furnish design drawings bearing seal and registration number of a structural engineer licensed in the state where project will be built. Stru ctur a lNotes - All TYPICAL PERIMETER FOUNDATION WALL:· 10" poured concrete, 9 ft forms, min 8'-10" finished, withtotal of 3 rebar, as follows:· (1) #4 rebar, 4" from top· (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4ft high or less.· (1) #4 rebar, min 3" from bottom or per code· Lap corners & splices of rebar per code.· Secure sill to foundation with 1/2" diameter anchor boltsthat extend 7" into concrete and tightened with a nut andwasher @ 6' oc & max 12" from each corner & each end @wood sill splices - if built-up sill, bolts must extend through allsill plates or straps must secure all sill plates.TYPICAL PERIMETER FOOTING:1.Verify that depth of home matches chart. Depth isfoundation dimension eave to eave. Contact ArtformHome Plans if you believe the chart does not match theplan.2.Select column for snow load shown on the structural plans.3.Select soil bearing pressure based on soil type and/orconsultation with code officer.4.The required footing size is at the intersection of the SnowLoad and Soil PSI. Rebar is not required. Key or pinfoundation wall to footing per code. For the purposes ofpermitting, soil bearing for New England is assumed to be2,000 PSI.FAQ - Adding rebar to footings does not reduce the requiredwidth. Rebar affects performance with earth movement, likean earthquake and has near zero effect on bearing capacity.8 ft ht, 8" wall 9 ft ht, 10" wall Up to 28 ft depth(front to back ofmain house)TYPICAL PERIMETER FOUNDATION WALL:· 10" poured concrete, 8 ft forms, min 7'-10" finished, withtotal of 3 rebar, as follows:· (1) #4 rebar, 4" from top· (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4ft high or less.· (1) #4 rebar, min 3" from bottom or per code· Lap corners & splices of rebar per code.· Secure sill to foundation with 1/2" diameter anchor boltsthat extend 7" into concrete and tightened with a nut andwasher @ 6' oc & max 12" from each corner & each end @wood sill splices - if built-up sill, bolts must extend through allsill plates or straps must secure all sill plates.TYPICAL PERIMETER FOOTING:1.Verify that depth of home matches chart. Depth isfoundation dimension eave to eave. Contact ArtformHome Plans if you believe the chart does not match theplan.2.Select column for snow load shown on the structural plans.3.Select soil bearing pressure based on soil type and/orconsultation with code officer.4.The required footing size is at the intersection of the SnowLoad and Soil PSI. Rebar is not required. Key or pinfoundation wall to footing per code. For the purposes ofpermitting, soil bearing for New England is assumed to be2,000 PSI.FAQ - Adding rebar to footings does not reduce the requiredwidth. Rebar affects performance with earth movement, likean earthquake and has near zero effect on bearing capacity.Built-up Beams:Unless otherwise noted, connect multiple 1 3/4" plybeams as follows: 3 ply & up, fasteners are per side(2) 9 1/4" LVL:· Flush framed o (2) rows 3 3/8" TrussLock @ 24" oc, or o (2) rows SDS 1/4x3 1/2 @ 24" oc·Framed under (2) rows 10d nails @ 24" oc(2) 11 1/4" LVL:· Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, oro (2) rows SDS 1/4x3 1/2 @ 19.2" oc· Framed under (2) rows 10d nails @ 24" oc(2) 16" LVL or greater:· Flush framed o (3) rows 3 3/8" TrussLock @ 19.2" oc, oro (3) rows SDS 1/4x3 1/2 @ 19.2" oc· Framed under (2) rows 10d nails @ 24" oc(3) 9 1/4" LVL:· Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, oro (2) rows SDS 1/4x3 1/2 @ 19.2" oc· Framed under (2) rows 10d nails @ 24" oc(3) 11 1/4" LVL:· Flush framed o (2) rows 3 3/8" TrussLock @ 16" oc, or o (2) rows SDS 1/4x3 1/2 @ 16" oc· Framed under (2) rows 10d nails @ 24" oc(3) 16" LVL or greater:· Flush framed o (3) rows 3 3/8" TrussLock @ 16" oc, or o (3) rows SDS 1/4x3 1/2 @ 16" oc· Framed under (2) rows 10d nails @ 24" oc(4) 9 1/4" LVL:· Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc· Framed under (2) rows 10d nails @ 24" oc(4) 11 1/4" LVL:· Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc· Framed under (2) rows 10d nails @ 12" oc(4) 16" LVL or greater:· Flush framed o (3) rows 5" TrussLock @ 16" oc, or o (3) rows SDS 1/4x6 @ 16" oc· Framed under (2) rows 10d nails @ 12" oc TYPICAL PERIMETER FOUNDATION WALL:· 8" poured concrete, 8 ft forms, min 7'-10" finished, withtotal of 3 rebar, as follows:· (1) #4 rebar, 4" from top· (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4ft high or less.· (1) #4 rebar, min 3" from bottom or per code· Lap corners & splices of rebar per code.· Secure sill to foundation with 1/2" diameter anchor boltsthat extend 7" into concrete and tightened with a nut andwasher @ 6' oc & max 12" from each corner & each end @wood sill splices - if built-up sill, bolts must extend through allsill plates or straps must secure all sill plates.TYPICAL PERIMETER FOOTING:1.Verify that depth of home matches chart. Depth isfoundation dimension eave to eave. Contact ArtformHome Plans if you believe the chart does not match theplan.2.Select column for snow load shown on the structural plans.3.Select soil bearing pressure based on soil type and/orconsultation with code officer.4.The required footing size is at the intersection of the SnowLoad and Soil PSI. Rebar is not required. Key or pinfoundation wall to footing per code. For the purposes ofpermitting, soil bearing for New England is assumed to be2,000 PSI.FAQ - Adding rebar to footings does not reduce the requiredwidth. Rebar affects performance with earth movement, likean earthquake and has near zero effect on bearing capacity.Up to 32 ft depth(front to back ofmain house)Beam Substitutions:(2) 9 1/4" LVL may replace a double or triple2x10 beam. No other substitutions are allowed.Conventional lumber beams MAY NOT besubstituted for LVL beams by any "rule ofthumb". Substitutions must be calculated byeither Artform or a structural engineer. Ifcalculated by a structural engineer, providestamped plans and/or calculations.We specify LVL beams as built up members toallow framers to use existing stock. You maysubstitute single piece LVLs of equivalent overall size for built-up members, unless otherwise noted. Built-up members MAY NOT replace single piece LVL's where specified. Where a beam of 1 3/4" or less in width is specified as framed under, either brace at 48" or double member for lateral stability. Up to 36 ft depth(front to back ofmain house)8 ft ht, 10" wall 9 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 10 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 10 ft forms, min 9'-10" finished, with total of 6 rebar, as follows: · (1) #4 rebar, 4" from top · (4) #4 rebar @ 17" OC. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 3,000 Sandy gravel and/or gravel (GW and GP)2,000 Sand, silty sand, clayey sand, silty gravel andclayey gravel (SW, SP, SM, SC, GM and GC)1,500 Clay, sandy clay, silty clay, clayey silt, silt andsandy silt (CL, ML, MH and CH)3,000 Sandy gravel and/or gravel (GW and GP)2,000 Sand, silty sand, clayey sand, silty gravel andclayey gravel (SW, SP, SM, SC, GM and GC)1,500 Clay, sandy clay, silty clay, clayey silt, silt andsandy silt (CL, ML, MH and CH)3,000 Sandy gravel and/or gravel (GW and GP)2,000 Sand, silty sand, clayey sand, silty graveland clayey gravel (SW, SP, SM, SC, GM andGC)1,500 Clay, sandy clay, silty clay, clayey silt, silt andsandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 8 4 5 6 7 8 NR NR 6 @ 41 NR NR NR NR 6 @ 35 NR 6 @ 36 NR NR 6 @ 26 6 @ 37 6 @ 35 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 9 4 5 6 7 8 NR NR 6 @ 36 NR NR NR NR 6 @ 32 NR 6 @ 35 NR NR 6 @ 23 6 @ 35 6 @ 32 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 10 4 5 6 7 8 NR NR 6 @ 35 NR NR NR NR 6 @ 29 NR 6 @ 35 NR NR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 Foundation Contractor Check List Confirm or review the following prior to forming & pouring foundation Initials Date Checked ____________Confirmed soil bearing ____________Checked w/GC for added foundation steps to suit grade ____________Confirm sill plate thickness (foundation bolts to extend through all) ____________Confirmed garage door size ____________Checked w/GC for added basement windows ____________Checked w/GC for added basement man doors ____________Confirmed sizes & locations mech/plbg penetrations ____________Confirmed sizes and locations of beams w/GC, added or adjusted beam pockets ____________Confirmed location and installed electrical service grounding - See GC for location Framers Check List Confirm or review the following prior to framing: Initials Date Checked ____________Framing Plans, floor plans, elevations & sections on-site & reviewed ____________Confirmed window brand and sizes, adjusted RO's ____________Confirmed kitchen sink location & assoc. window ____________Confirmed duct chase sizes ____________Consult GC re: regional adjustments to framing member sizes per lumber yard calculations ____________If rafter size changed to accommodate snow load different, reviewed details, particularly where windows near roofs, for needed adjustments ____________Confirmed optional porch and/or deck sizes Structural General Notes: 1.Builder shall consult and follow the building code and other regulations in effect for the building site for all construction details not shown in these drawings. Requirements described here are specific to this design and/or are provided as reference. Additional building code or local requirements may apply. 2.Builder shall maintain a safe worksite, including but not limited to, provision of temporary supports where appropriate and adherence to applicable safety standards. 3.Design is based on the snow load listed on the framing plans, 90 mph basic wind speed, Exposure type B, soil bearing capacity of 2000 psf, and Seismic Category C, unless otherwise noted on the framing plans. Builder shall promptly inform Artform Home Plans of differing conditions. Foundations 1.No footing shall be poured on loose or unsuitable soils, in water or on frozen ground. 2.All exterior footings to conform to all applicable code requirements for frost protection. 3.All concrete shall have a minimum compressive strength of at least 3000 PSI at 28 days. 4.Foundation achorage to comply with IRC 2009 Section R403.1.6, it shall consist of minimum size 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers at a maximum of 72" oc for two stories or 48" oc for more than two stories, max of 12" from each corner, min of 2 bolts per wall. Anchor bolt shall extend 7" into concrete or grouted cells of concrete masonry units. Be aware that a garage under may be counted by your code officer as a story. Additional anchorage may be required at braced walls. Wood Framing 1.All structural wood shall be identified by a grade mark or certificate of inspection by a recognized inspection agency. 2.Structural wood shall be Spruce-Pine-Fir (SPF) #2 or better. 3.When used, LVL or PSL indicate Laminated Veneer Lumber or Parallel Strand Lumber, respectively. Products used shall equal or exceed the strength properties for the size indicated as manufacturered by TrusJoist. 4.When used, AJS indicates wood I-joists as manufactured by Boise Cascade. Products of alternate manufacturers may be substituted provided they meet or exceed the strength properties for the member specified. 5.All floor joists shall have bridging installed at mid-span or at 8'-0" oc maximum. 6.Floor systems are designed for performance with subfloor glued and screwed. 7.At posts, provide solid framing/blocking to supports below. Provide minimum 1 1/2" bearing length for all beams and headers, unless noted otherwise. 8.All wood permanently exposed to the weather, in contact with concrete or in contact with the ground shall meet code requirements for wood in these environments. 9.Deck ledgers shall be securely attached to the structure and/ or independently supported, including against lateral movement, per building code requirements and best practices. Unless otherwise noted, decks shall have solid 4x4 pt posts up to 6 ft above grade, and solid 8x8 for heights above that. 10.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 11.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 12.Where multiple beams are supported on one post, provide min 2" bearing for each, via either appropriately sized post cap or additional post(s). 13.Hangers, post caps, ties and other connectors shall be as manufactured by Simpson Strong Tie, as designed to connect the members shown, and shall be installed per manufacturer's instructions. Prefabricated Wood Trusses 1.Where trusses are indicated on the drawings, truss design shall be provided by truss manufacturer. 2.Trusses shall be designed in accordance with applicable provisions of the latest edition of the National Design Specifications for Wood Construction (NDS), American Forst and Paper Association (APA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), Truss Plate Institute (TPI) and code of jurisdiction. 3.Manufacturer shall furnish design drawings bearing seal and registration number of a structural engineer licensed in the state where project will be built. Structu ra l N o te s - All TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 8 ft ht, 8" wall 9 ft ht, 10" wall Up to 28 ft depth (front to back of main house) TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Built-up Beams: Unless otherwise noted, connect multiple 1 3/4" ply beams as follows: 3 ply & up, fasteners are per side (2) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 24" oc, or o (2) rows SDS 1/4x3 1/2 @ 24" oc ·Framed under (2) rows 10d nails @ 24" oc (2) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (2) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 19.2" oc, or o (3) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 16" oc, or o (2) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (3) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 16" oc, or o (3) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 9 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 11 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc (4) 16" LVL or greater: · Flush framed o (3) rows 5" TrussLock @ 16" oc, or o (3) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Up to 32 ft depth (front to back of main house)Beam Substitutions: (2) 9 1/4" LVL may replace a double or triple 2x10 beam. No other substitutions are allowed. Conventional lumber beams MAY NOT be substituted for LVL beams by any "rule of thumb". Substitutions must be calculated by either Artform or a structural engineer. If calculated by a structural engineer, provide stamped plans and/or calculations. We specify LVL beams as built up members to allow framers to use existing stock. You may substitute single piece LVLs of equivalent overall size for built-up members, unless otherwise noted. Built-up members MAY NOT replace single piece LVL's where specified. Where a beam of 1 3/4" or less in width is specified as framed under, either brace at 48" or double member for lateral stability. Up to 36 ft depth (front to back of main house) 8 ft ht, 10" wall 9 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 10 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 10 ft forms, min 9'-10" finished, with total of 6 rebar, as follows: · (1) #4 rebar, 4" from top · (4) #4 rebar @ 17" OC. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH)W14 @ 86.25"W13 @ 86.25"D17-6068 1 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 3'-1 1/2"5'-0"3'-5" 9 1/2" 26'-2 1/2"11'-9 1/2"6'-6"7'-0"6'-6"21'-1"27'-10"11'-1" 60'-0" 38'-0"22'-0" 4'-9 1/2"4'-4 1/2"4'-1 3/4"6'-7"18'-1 1/4"35'-5"8'-0"23'-0"4'-5"20'-0"10'-5"5'-0"35'-5"22'-5 1/2"12'-6 1/2"13'-0"11"11'-1" 2'-11 3/4"16'-6" 1'-7 1/4"2'-5"12'-6 3/4"7'-1 1/2"3 3/4"60'-0"3'-5"9'-2 1/2" 43'-0"5'-0"5'-0"7'-0"12'-8 1/2"3'-5"3'-5"18'-5 1/2"3'-4 1/2"1'-2"10'-8"5'-0"1'-0"3'-4 1/2"7'-5 1/2"8'-2"3'-0"4'-6 3/4"7'-1 1/2"11'-3 3/4"5'-0"3'-5" 12'-0" 1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"2'-4"2'-4"2'-4"2'-4"2'-4"2'-4"Up Fill Under Garage 451 sq ft FF Shear required at far left and far right of Garage front wall - See Shear Sheet Local building or energy codes may require insulation at basement walls and/or slab. GC should consult local officials. Confirm location and provide electrical service grounding R311.7.1 - Stairways shall not be less than 36" in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5" on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31 1/2" where a handrail is installed on one side and 27" where handrails are provided on both sides. For finished basements with Energy Star, reduce stair width to 36", furr and insulate at walls Posts under deck can be solid 4x4 up to 48" in height, solid 6x6 PT for higher decks. Consult Artform for decks higher than 8 ft off grade. (2) Rebar required in this footing only, for full width of garage face. Use of rebar in other footings is optional. STAIRS UP TO 1st FLOOR: 15 Equal Risers @ 7 3/8" +/- 12 Treads @ 10" each, as measured nose to nose 2 Landing NOTE: Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2009 Section 404.1.2.2 Align face of stud with face of foundation at House side SDSD COCO Precast Bell or Poured Footings @ Porch, 20" Base to frost with 8" Sonotube Post DimensionsVerify RO Requirements of Door & Door Location. Post Dimensions 1 0 1 2 3 4 Foundation Plan Structure designed for Snow Load of 50 PSF Fill Under Porch 144 sq ft Unfinished Basement 906 sq ft Basement egress is required, walk-out door option shown. Builder may relocate walk-out door to suit building site and may substitute other code conforming egress, such as window with egress window well or bulkhead.Post DimensionsBasement Window Size and Quantity may Vary to Suit Building Site Guards required, GC option Walls or Railings Landing Landing Symbol designates foundation wall type - See detail for further info Typical perimeter foundation wall, unless noted otherwise To accommodate post above, perimeter wall and footing enlarge this area. To accommodate post above, perimeter wall and footing enlarge this area. Verify Size and location of Deck 2'-0" x 2'-0" x 12" Footing with (4) #4 E.W. Bott., typical, unless noted otherwise Post: 3 1/2" od concrete filled pipe post, typ @ basement. Provide solid blocking in floor 2'-6"x 2'-6"x 12" Footing with (4) #4 E.W. Bott.AA CC 4'-6"x 4'-6"x 12" Footing with (7) #4 E.W. Bott. BB DD EE FF GG CONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOP FINISH GRADE(Field Verify)CONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLABOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOPFINISH GRADECONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLABOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.2X LEDGER BOARDJOIST HANGER1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS2X LEDGER BOARDJOIST HANGER1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLAB 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOP2X LEDGER BOARDJOIST HANGER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP UNDISTURBED SOIL 4" SLAB VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. OPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIERCONTINUOUS #4BARS @ MIDPOINT VARIES 4'-0" MIN.BELOW GRADEOPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER CONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) 1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) P.T. BEARING PLATE BACKFILL: COMPACT SELECT GRANULAR FILL PUT DOWN IN 6" LIFTS MINIMUM 6" SLAB 12" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP #4 DOWELS AT 18" OC, 48" VERTICAL LEG, 10" HORIZONTAL LEG, ALTERNATE HOOK VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) FIELD BEND 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. Type A - 8" Foundation Wall(house to higher grade)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" width Type C - 8" Foundation Wall (house to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Typical - 8" Foundation Wall - Unlessnoted otherw iseNOT TO SCALEAssumed soil PSI of 2,000 soil. If worse condition increasefooting to 26" width Type B - 8" Foundation Wall (house to porch slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type D - 8" Foundation Wall (porch slab to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type E - 8" Foundation Wall (garage slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type F - 8" Foundation Wall (porch slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type G - 12" Foundation Wall (Rear garage w all) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width CONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOP FINISH GRADE(Field Verify)CONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLABOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOPFINISH GRADECONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLABOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.2X LEDGER BOARDJOIST HANGER1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS2X LEDGER BOARDJOIST HANGER1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLAB 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOP2X LEDGER BOARDJOIST HANGER1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLAB 8" CONCRETEFOUNDATION WALL(1) #4 REBAR,4" FROM TOPUNDISTURBED SOIL4" SLAB VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.OPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIERCONTINUOUS #4BARS @ MIDPOINT VARIES 4'-0" MIN.BELOW GRADEOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIERCONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLAB 8" CONCRETEFOUNDATION WALL(1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER FINISH GRADE(Field Verify)1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS UNDISTURBED SOIL4" SLAB8" CONCRETEFOUNDATION WALL (1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER FINISH GRADE(Field Verify)P.T. BEARING PLATEBACKFILL: COMPACTSELECT GRANULAR FILL PUTDOWN IN 6" LIFTS MINIMUM6" SLAB 12" CONCRETEFOUNDATION WALL(1) #4 REBAR,4" FROM TOP#4 DOWELS AT 18" OC,48" VERTICAL LEG, 10"HORIZONTAL LEG,ALTERNATE HOOK VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER FINISH GRADE(Field Verify)FIELD BEND1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENTVERTICAL REBAR MAY NOT BE REQUIRED.SEE VERTICAL REINFORCEMENT CHARTREGARDING BACKFILL HEIGHTS FORDETERMINATION.Type A - 8" Foundation Wall(house to higher grade)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" widthType C - 8" Foundation Wall(house to garage slab)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" widthTypical - 8" Foundation Wall - Unlessnoted otherwiseNOT TO SCALEAssumed soil PSI of 2,000 soil. If worse condition increasefooting to 26" widthType B - 8" Foundation Wall(house to porch slab)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" width Type D - 8" Foundation Wall (porch slab to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type E - 8" Foundation Wall (garage slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type F - 8" Foundation Wall (porch slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type G - 12" Foundation Wall (Rear garage w all) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width X X X X X X X X X X X X 8"1'-8"9" MIN6'-6 3/4" MIN8"1'-8"7'-3 3/4" MIN8"1'-8"9" MIN7'-3 3/4" MIN5 1/2" 5 1/2" 5 1/2"8"1'-8"7'-3 3/4" MIN5 1/2" CONTINUOUS #4 BARS @ MIDPOINT 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM FINISH GRADE (Field Verify) CONTINUOUS #4 BARS @ MIDPOINT 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES 2X JOIST - SEE PLAN 2X JOIST - SEE PLAN FINISH GRADE 2X JOIST - SEE PLAN CONTINUOUS #4 BARS @ MIDPOINT 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. 2X LEDGER BOARD JOIST HANGER 1/2" DIAMETER APPROVED EXPANSION, EPOXY, OR ADHESIVE ANCHORS WITH WASHERS 1/2" DIAMETER APPROVED EXPANSION, EPOXY, OR ADHESIVE ANCHORS WITH WASHERS 2X LEDGER BOARD JOIST HANGER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES 2X JOIST - SEE PLAN 2X LEDGER BOARD JOIST HANGER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP UNDISTURBED SOIL 4" SLAB VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER CONTINUOUS #4 BARS @ MIDPOINT VARIES 4'-0" MIN.BELOW GRADEOPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER CONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) 1/2" DIAMETER APPROVED EXPANSION, EPOXY, OR ADHESIVE ANCHORS WITH WASHERS UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) P.T. BEARING PLATE BACKFILL: COMPACT SELECT GRANULAR FILL PUT DOWN IN 6" LIFTS MINIMUM 6" SLAB 12" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP #4 DOWELS AT 18" OC, 48" VERTICAL LEG, 10" HORIZONTAL LEG, ALTERNATE HOOK VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) FIELD BEND 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. Type A - 8" Foundation Wall (house to higher grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width AA CC Type C - 8" Foundation Wall (house to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Typical - 8" Foundation Wall - Unless noted otherw ise NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width BB Type B - 8" Foundation Wall (house to porch slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type D - 8" Foundation Wall (porch slab to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type E - 8" Foundation Wall (garage slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type F - 8" Foundation Wall (porch slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type G - 12" Foundation Wall (Rear garage w all) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width CONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOP FINISH GRADE(Field Verify)CONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLABOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOPFINISH GRADECONTINUOUS #4BARS @ MIDPOINT1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENTP.T. BEARING PLATEUNDISTURBED SOIL4" SLABOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.2X LEDGER BOARDJOIST HANGER1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS2X LEDGER BOARDJOIST HANGER1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENTP.T. BEARING PLATEUNDISTURBED SOIL4" SLAB8" CONCRETEFOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR,4" FROM TOP2X LEDGER BOARDJOIST HANGER1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENTP.T. BEARING PLATEUNDISTURBED SOIL4" SLAB8" CONCRETEFOUNDATION WALL(1) #4 REBAR,4" FROM TOPUNDISTURBED SOIL4" SLAB VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.OPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIERCONTINUOUS #4BARS @ MIDPOINT VARIES 4'-0" MIN.BELOW GRADEOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIERCONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER 1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATEUNDISTURBED SOIL4" SLAB 8" CONCRETEFOUNDATION WALL(1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER FINISH GRADE(Field Verify)1/2" DIAMETER APPROVEDEXPANSION, EPOXY, ORADHESIVE ANCHORS WITHWASHERS UNDISTURBED SOIL4" SLAB8" CONCRETEFOUNDATION WALL (1) #4 REBAR,4" FROM TOPVERTICAL REBAR MAY NOTBE REQUIRED. SEEVERTICAL REINFORCEMENTCHART REGARDINGBACKFILL HEIGHTS FORDETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER FINISH GRADE(Field Verify)P.T. BEARING PLATEBACKFILL: COMPACTSELECT GRANULAR FILL PUTDOWN IN 6" LIFTS MINIMUM6" SLAB 12" CONCRETEFOUNDATION WALL(1) #4 REBAR,4" FROM TOP#4 DOWELS AT 18" OC,48" VERTICAL LEG, 10"HORIZONTAL LEG,ALTERNATE HOOK VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4BARS @ MIDPOINTOPTIONAL 2" RIGIDINSULATION OVER 6MIL VAPOR BARRIER FINISH GRADE(Field Verify)FIELD BEND1/2" Ø ANCHOR BOLT SPACED @48" OC W/7" MIN. EMBEDMENTVERTICAL REBAR MAY NOT BE REQUIRED.SEE VERTICAL REINFORCEMENT CHARTREGARDING BACKFILL HEIGHTS FORDETERMINATION.Type A - 8" Foundation Wall(house to higher grade)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" widthType C - 8" Foundation Wall(house to garage slab)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" widthTypical - 8" Foundation Wall - Unlessnoted otherwiseNOT TO SCALEAssumed soil PSI of 2,000 soil. If worse condition increasefooting to 26" widthType B - 8" Foundation Wall(house to porch slab)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" widthType D - 8" Foundation Wall(porch slab to garage slab)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" width Type E - 8" Foundation Wall(garage slab to grade)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" width Type F - 8" Foundation Wall(porch slab to grade)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" width Type G - 12" Foundation Wall(Rear garage w all)NOT TO SCALEAssumed soil PSI of 2,000 soil. If worse conditionincrease footing to 26" width MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 8 4 5 6 7 8 NR NR 6 @ 41 NR NR NR NR 6 @ 35 NR 6 @ 36 NR NR 6 @ 26 6 @ 37 6 @ 35 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 9 4 5 6 7 8 NR NR 6 @ 36 NR NR NR NR 6 @ 32 NR 6 @ 35 NR NR 6 @ 23 6 @ 35 6 @ 32 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 10 4 5 6 7 8 NR NR 6 @ 35 NR NR NR NR 6 @ 29 NR 6 @ 35 NR NR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 Foundation Contractor Check List Confirm or review the following prior to forming & pouring foundation InitialsDate Checked ____________Confirmed soil bearing ____________Checked w/GC for added foundation steps to suit grade ____________Confirm sill plate thickness (foundation bolts to extend through all) ____________Confirmed garage door size ____________Checked w/GC for added basement windows ____________Checked w/GC for added basement man doors ____________Confirmed sizes & locations mech/plbg penetrations ____________Confirmed sizes and locations of beams w/GC, added or adjusted beam pockets ____________Confirmed location and installed electrical service grounding - See GC for location Framers Check List Confirm or review the following prior to framing: InitialsDate Checked ____________Framing Plans, floor plans, elevations & sections on-site & reviewed ____________Confirmed window brand and sizes, adjusted RO's ____________Confirmed kitchen sink location & assoc. window ____________Confirmed duct chase sizes ____________Consult GC re: regional adjustments to framing member sizes per lumber yard calculations ____________If rafter size changed to accommodate snow load different, reviewed details, particularly where windows near roofs, for needed adjustments ____________Confirmed optional porch and/or deck sizes Structural General Notes: 1.Builder shall consult and follow the building code and other regulations in effect for the building site for all construction details not shown in these drawings. Requirements described here are specific to this design and/or are provided as reference. Additional building code or local requirements may apply. 2.Builder shall maintain a safe worksite, including but not limited to, provision of temporary supports where appropriate and adherence to applicable safety standards. 3.Design is based on the snow load listed on the framing plans, 90 mph basic wind speed, Exposure type B, soil bearing capacity of 2000 psf, and Seismic Category C, unless otherwise noted on the framing plans. Builder shall promptly inform Artform Home Plans of differing conditions. Foundations 1.No footing shall be poured on loose or unsuitable soils, in water or on frozen ground. 2.All exterior footings to conform to all applicable code requirements for frost protection. 3.All concrete shall have a minimum compressive strength of at least 3000 PSI at 28 days. 4.Foundation achorage to comply with IRC 2009 Section R403.1.6, it shall consist of minimum size 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers at a maximum of 72" oc for two stories or 48" oc for more than two stories, max of 12" from each corner, min of 2 bolts per wall. Anchor bolt shall extend 7" into concrete or grouted cells of concrete masonry units. Be aware that a garage under may be counted by your code officer as a story. Additional anchorage may be required at braced walls. Wood Framing 1.All structural wood shall be identified by a grade mark or certificate of inspection by a recognized inspection agency. 2.Structural wood shall be Spruce-Pine-Fir (SPF) #2 or better. 3.When used, LVL or PSL indicate Laminated Veneer Lumber or Parallel Strand Lumber, respectively. Products used shall equal or exceed the strength properties for the size indicated as manufacturered by TrusJoist. 4.When used, AJS indicates wood I-joists as manufactured by Boise Cascade. Products of alternate manufacturers may be substituted provided they meet or exceed the strength properties for the member specified. 5.All floor joists shall have bridging installed at mid-span or at 8'-0" oc maximum. 6.Floor systems are designed for performance with subfloor glued and screwed. 7.At posts, provide solid framing/blocking to supports below. Provide minimum 1 1/2" bearing length for all beams and headers, unless noted otherwise. 8.All wood permanently exposed to the weather, in contact with concrete or in contact with the ground shall meet code requirements for wood in these environments. 9.Deck ledgers shall be securely attached to the structure and/ or independently supported, including against lateral movement, per building code requirements and best practices. Unless otherwise noted, decks shall have solid 4x4 pt posts up to 6 ft above grade, and solid 8x8 for heights above that. 10.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 11.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 12.Where multiple beams are supported on one post, provide min 2" bearing for each, via either appropriately sized post cap or additional post(s). 13.Hangers, post caps, ties and other connectors shall be as manufactured by Simpson Strong Tie, as designed to connect the members shown, and shall be installed per manufacturer's instructions. Prefabricated Wood Trusses 1.Where trusses are indicated on the drawings, truss design shall be provided by truss manufacturer. 2.Trusses shall be designed in accordance with applicable provisions of the latest edition of the National Design Specifications for Wood Construction (NDS), American Forst and Paper Association (APA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), Truss Plate Institute (TPI) and code of jurisdiction. 3.Manufacturer shall furnish design drawings bearing seal and registration number of a structural engineer licensed in the state where project will be built. Str u ctu ral N ote s - All TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 8 ft ht, 8" wall 9 ft ht, 10" wall Up to 28 ft depth (front to back of main house) TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Built-up Beams: Unless otherwise noted, connect multiple 1 3/4" ply beams as follows: 3 ply & up, fasteners are per side (2) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 24" oc, or o (2) rows SDS 1/4x3 1/2 @ 24" oc ·Framed under (2) rows 10d nails @ 24" oc (2) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (2) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 19.2" oc, or o (3) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 16" oc, or o (2) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (3) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 16" oc, or o (3) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 9 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 11 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc (4) 16" LVL or greater: · Flush framed o (3) rows 5" TrussLock @ 16" oc, or o (3) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Up to 32 ft depth (front to back of main house)Beam Substitutions: (2) 9 1/4" LVL may replace a double or triple 2x10 beam. No other substitutions are allowed. Conventional lumber beams MAY NOT be substituted for LVL beams by any "rule of thumb". Substitutions must be calculated by either Artform or a structural engineer. If calculated by a structural engineer, provide stamped plans and/or calculations. We specify LVL beams as built up members to allow framers to use existing stock. You may substitute single piece LVLs of equivalent overall size for built-up members, unless otherwise noted. Built-up members MAY NOT replace single piece LVL's where specified. Where a beam of 1 3/4" or less in width is specified as framed under, either brace at 48" or double member for lateral stability. Up to 36 ft depth (front to back of main house) 8 ft ht, 10" wall 9 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 10 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 10 ft forms, min 9'-10" finished, with total of 6 rebar, as follows: · (1) #4 rebar, 4" from top · (4) #4 rebar @ 17" OC. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) X X X X XXXX X X X X X X X X X X X X 8"1'-8" 5 1/2"7'-3 3/4" MIN8"1'-8" 5 1/2"7'-3 5/8" MIN9" MIN8"1'-8"7'-3 3/4" MIN8"2'-4" 5 1/2"3'-5" MIN3"3"3" CONTINUOUS #4 BARS @ MIDPOINT 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP FINISH GRADE (Field Verify) CONTINUOUS #4 BARS @ MIDPOINT 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP FINISH GRADE CONTINUOUS #4 BARS @ MIDPOINT 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. 2X LEDGER BOARD JOIST HANGER 1/2" DIAMETER APPROVED EXPANSION, EPOXY, OR ADHESIVE ANCHORS WITH WASHERS 1/2" DIAMETER APPROVED EXPANSION, EPOXY, OR ADHESIVE ANCHORS WITH WASHERS 2X LEDGER BOARD JOIST HANGER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL VARIES 4'-0" MIN. BELOW GRADE(1) #4 REBAR, 4" FROM TOP 2X LEDGER BOARD JOIST HANGER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES UNDISTURBED SOIL 4" SLAB VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER CONTINUOUS #4 BARS @ MIDPOINT VARIES 4'-0" MIN.BELOW GRADEOPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER CONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT P.T. BEARING PLATE UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) 1/2" DIAMETER APPROVED EXPANSION, EPOXY, OR ADHESIVE ANCHORS WITH WASHERS UNDISTURBED SOIL 4" SLAB 8" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION.VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) P.T. BEARING PLATE BACKFILL: COMPACT SELECT GRANULAR FILL PUT DOWN IN 6" LIFTS MINIMUM 6" SLAB 12" CONCRETE FOUNDATION WALL (1) #4 REBAR, 4" FROM TOP (1) #4 REBAR, MIN 3" FROM BOTTOM #4 DOWELS AT 18" OC WITH 24" LEGS #4 DOWELS AT 18" OC, 48" VERTICAL LEG, 10" HORIZONTAL LEG, ALTERNATE HOOK VARIES 4'-0" MIN.BELOW GRADECONTINUOUS #4 BARS @ MIDPOINT OPTIONAL 2" RIGID INSULATION OVER 6 MIL VAPOR BARRIER FINISH GRADE (Field Verify) 1/2" COMPRESSIBLE JOINT FILLER. CAULK JOINT AFTER CURES (2) #4 REBAR IN FOOTINGS FIELD BEND 1/2" Ø ANCHOR BOLT SPACED @ 48" OC W/7" MIN. EMBEDMENT VERTICAL REBAR MAY NOT BE REQUIRED. SEE VERTICAL REINFORCEMENT CHART REGARDING BACKFILL HEIGHTS FOR DETERMINATION. Type A - 8" Foundation Wall (house to higher grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type C - 8" Foundation Wall (house to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Typical - 8" Foundation Wall - Unless noted otherwise NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width Type B - 8" Foundation Wall (house to porch slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width DD Type D - 8" Foundation Wall (porch slab to garage slab) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width EE Type E - 8" Foundation Wall (garage slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width FF Type F - 8" Foundation Wall (porch slab to grade) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width GG Type G - 12" Foundation Wall (Rear garage w all) NOT TO SCALE Assumed soil PSI of 2,000 soil. If worse condition increase footing to 26" width MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 8 4 5 6 7 8 NR NR 6 @ 41 NR NR NR NR 6 @ 35 NR 6 @ 36 NR NR 6 @ 26 6 @ 37 6 @ 35 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 9 4 5 6 7 8 NR NR 6 @ 36 NR NR NR NR 6 @ 32 NR 6 @ 35 NR NR 6 @ 23 6 @ 35 6 @ 32 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 10 4 5 6 7 8 NR NR 6 @ 35 NR NR NR NR 6 @ 29 NR 6 @ 35 NR NR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 Foundation Contractor Check List Confirm or review the following prior to forming & pouring foundation Initials Date Checked ____________Confirmed soil bearing ____________Checked w/GC for added foundation steps to suit grade ____________Confirm sill plate thickness (foundation bolts to extend through all) ____________Confirmed garage door size ____________Checked w/GC for added basement windows ____________Checked w/GC for added basement man doors ____________Confirmed sizes & locations mech/plbg penetrations ____________Confirmed sizes and locations of beams w/GC, added or adjusted beam pockets ____________Confirmed location and installed electrical service grounding - See GC for location Framers Check List Confirm or review the following prior to framing: Initials Date Checked ____________Framing Plans, floor plans, elevations & sections on-site & reviewed ____________Confirmed window brand and sizes, adjusted RO's ____________Confirmed kitchen sink location & assoc. window ____________Confirmed duct chase sizes ____________Consult GC re: regional adjustments to framing member sizes per lumber yard calculations ____________If rafter size changed to accommodate snow load different, reviewed details, particularly where windows near roofs, for needed adjustments ____________Confirmed optional porch and/or deck sizes Structural General Notes: 1.Builder shall consult and follow the building code and other regulations in effect for the building site for all construction details not shown in these drawings. Requirements described here are specific to this design and/or are provided as reference. Additional building code or local requirements may apply. 2.Builder shall maintain a safe worksite, including but not limited to, provision of temporary supports where appropriate and adherence to applicable safety standards. 3.Design is based on the snow load listed on the framing plans, 90 mph basic wind speed, Exposure type B, soil bearing capacity of 2000 psf, and Seismic Category C, unless otherwise noted on the framing plans. Builder shall promptly inform Artform Home Plans of differing conditions. Foundations 1.No footing shall be poured on loose or unsuitable soils, in water or on frozen ground. 2.All exterior footings to conform to all applicable code requirements for frost protection. 3.All concrete shall have a minimum compressive strength of at least 3000 PSI at 28 days. 4.Foundation achorage to comply with IRC 2009 Section R403.1.6, it shall consist of minimum size 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers at a maximum of 72" oc for two stories or 48" oc for more than two stories, max of 12" from each corner, min of 2 bolts per wall. Anchor bolt shall extend 7" into concrete or grouted cells of concrete masonry units. Be aware that a garage under may be counted by your code officer as a story. Additional anchorage may be required at braced walls. Wood Framing 1.All structural wood shall be identified by a grade mark or certificate of inspection by a recognized inspection agency. 2.Structural wood shall be Spruce-Pine-Fir (SPF) #2 or better. 3.When used, LVL or PSL indicate Laminated Veneer Lumber or Parallel Strand Lumber, respectively. Products used shall equal or exceed the strength properties for the size indicated as manufacturered by TrusJoist. 4.When used, AJS indicates wood I-joists as manufactured by Boise Cascade. Products of alternate manufacturers may be substituted provided they meet or exceed the strength properties for the member specified. 5.All floor joists shall have bridging installed at mid-span or at 8'-0" oc maximum. 6.Floor systems are designed for performance with subfloor glued and screwed. 7.At posts, provide solid framing/blocking to supports below. Provide minimum 1 1/2" bearing length for all beams and headers, unless noted otherwise. 8.All wood permanently exposed to the weather, in contact with concrete or in contact with the ground shall meet code requirements for wood in these environments. 9.Deck ledgers shall be securely attached to the structure and/ or independently supported, including against lateral movement, per building code requirements and best practices. Unless otherwise noted, decks shall have solid 4x4 pt posts up to 6 ft above grade, and solid 8x8 for heights above that. 10.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 11.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 12.Where multiple beams are supported on one post, provide min 2" bearing for each, via either appropriately sized post cap or additional post(s). 13.Hangers, post caps, ties and other connectors shall be as manufactured by Simpson Strong Tie, as designed to connect the members shown, and shall be installed per manufacturer's instructions. Prefabricated Wood Trusses 1.Where trusses are indicated on the drawings, truss design shall be provided by truss manufacturer. 2.Trusses shall be designed in accordance with applicable provisions of the latest edition of the National Design Specifications for Wood Construction (NDS), American Forst and Paper Association (APA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), Truss Plate Institute (TPI) and code of jurisdiction. 3.Manufacturer shall furnish design drawings bearing seal and registration number of a structural engineer licensed in the state where project will be built. Stru ctur a l Note s - All TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 8 ft ht, 8" wall 9 ft ht, 10" wall Up to 28 ft depth (front to back of main house) TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Built-up Beams: Unless otherwise noted, connect multiple 1 3/4" ply beams as follows: 3 ply & up, fasteners are per side (2) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 24" oc, or o (2) rows SDS 1/4x3 1/2 @ 24" oc ·Framed under (2) rows 10d nails @ 24" oc (2) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (2) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 19.2" oc, or o (3) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 16" oc, or o (2) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (3) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 16" oc, or o (3) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 9 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 11 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc (4) 16" LVL or greater: · Flush framed o (3) rows 5" TrussLock @ 16" oc, or o (3) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Up to 32 ft depth (front to back of main house)Beam Substitutions: (2) 9 1/4" LVL may replace a double or triple 2x10 beam. No other substitutions are allowed. Conventional lumber beams MAY NOT be substituted for LVL beams by any "rule of thumb". Substitutions must be calculated by either Artform or a structural engineer. If calculated by a structural engineer, provide stamped plans and/or calculations. We specify LVL beams as built up members to allow framers to use existing stock. You may substitute single piece LVLs of equivalent overall size for built-up members, unless otherwise noted. Built-up members MAY NOT replace single piece LVL's where specified. Where a beam of 1 3/4" or less in width is specified as framed under, either brace at 48" or double member for lateral stability. Up to 36 ft depth (front to back of main house) 8 ft ht, 10" wall 9 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 10 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 10 ft forms, min 9'-10" finished, with total of 6 rebar, as follows: · (1) #4 rebar, 4" from top · (4) #4 rebar @ 17" OC. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:05 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 3 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ W12 @ 92.25" W08 @ 86.25" W01 @ 86.25"W01 @ 86.25" W05 @ 86.25" W03 @ 92.25"W03 @ 92.25" W12 @ 92.25" D13-3068W10 @ 92.25" W08 @ 86.25"W05 @ 86.25" W03 @ 92.25"W03 @ 92.25"D13-3068W10 @ 92.25" W01 @ 86.25" W11 @ 76.25" W12 @ 92.25" D18-16070D18-1607032'-9"1'-6" Top of Ridge Top of 1st Floor Sub-Floor/Grade Trim - nominal 1x8 Structural column with decorative cover Adjust Window Ht so the space between the window sill and roof is no less than 4" and no more than 8" 3 1/2" Window trim on casement and awning windows Optional Cedar Impressions Siding 7" Window lintel 3 1/2" Window Trim on double hung windows 1 x 4 Shadow Board, Typical 1 x 8 Frieze Board 1 x 10 Rake, Typical Front Elevation Decorative brackets, approx. 20" x 4" x 21" NOTE: See Roof Plan for roof pitches and overhangs Note - Actual grade level may vary. Where zoning height restrictions apply, builder shall verify conformance. Manual markup of drawings to demonstrate compliance is recommended. Window head (frame) off sub-floor, Typical Top of 1ST Floor Sub-Floor/Garage Slab Garage slab height may vary. If garage slab height is lower than shown, consult Artform for aesthetic direction. Taller garage doors, transoms, lintels and/or additional frieze boards may be required to achieve desired look. Door style may vary 9" Door Lintel12" Door Lintel Optional Cedar Impressions Siding Decorative brackets, approx. 20" x 4" x 21" Optional Cedar Impressions Siding Door style may vary Trim - nominal 1x12 Decorative brackets, approx. 4" x 8" x 21" 6" Enlarged Door Casing Trim - nominal 1x6 Window not shown in plan, see Schedule Trim - nominal 1x10 5" Corner Boards 5" Corner Boards 5" Corner Boards W12 @ 92.25" W08 @ 86.25" W01 @ 86.25"W01 @ 86.25" W05 @ 86.25" W03 @ 92.25"W03 @ 92.25" W12 @ 92.25" D13-3068W10 @ 92.25" W08 @ 86.25"W05 @ 86.25" W03 @ 92.25"W03 @ 92.25"D13-3068W10 @ 92.25" W01 @ 86.25" W11 @ 76.25" W12 @ 92.25" D18-16070D18-16070 W06 @ 86.25" D10-2868 W06 @ 86.25" Optional Cedar Impressions Siding3 1/2" Window Trim on double hung windows 1 x 4 Shadow Board, Typical 1 x 8 Frieze Board 1 x 10 Rake, Typical Right Elevation NOTE: See Roof Plan for roof pitches and overhangs Trim - nominal 1x10 Structural column with decorative cover Trim - nominal 1x10 Typical Step down Deck Detail Attached to Wood Wall (see detail) Door style may vary Window head (frame) off sub-floor, Typical 5" Corner Boards 5" Corner Boards W06 @ 86.25" D10-2868 W06 @ 86.25"2"1'-1 1/4" 1'-10"3'-0"4"2'-4" Center of Column/Footing (1/2" =1') Craftsman Column Detail Top of Decking Guard Ht above Deck PT Porch Posts 4" Porch Slab 1x Trim - To Cover Beams @ Porch FINISH GRADE (Field Verify) Undisturbed soil See page 3 for foundation wall detail © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layoutfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc.6/14/2018 4:09:05 PMIssued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 4 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ W08 @ 86.25"W06 @ 86.25" W04 @ 92.25" W08 @ 86.25"W06 @ 86.25"W07 @ 86.25" W08 @ 86.25"W02 @ 86.25" W06 @ 86.25" W03 @ 92.25" D16-6068W15 @ 92.25"W04 @ 92.25" W07 @ 86.25" W08 @ 86.25" W06 @ 86.25" D17-6068 W03 @ 92.25" D16-6068 D17-6068 Trim - nominal 1x10 Posts under deck can be solid 4x4 up to 48" in height, solid 6x6 PT for higher decks. Consult Artform for decks higher than 8 ft off grade. 3 1/2" Window trim on casement windows Typical Step down Deck Detail Attached to Wood Wall (see detail) Rear Elevation NOTE: See Roof Plan for roof pitches and overhangs 3 1/2" Window Trim on double hung windows Window head (frame) off sub-floor Door style may vary Door style may vary False Rake Minimal Rake @ Shed Dormer Basement egress is required, walk-out door option shown. Builder may relocate walk-out door to suit building site and may substitute other code conforming egress, such as window with egress window well or bulkhead. see foundation detail G on page 3 Foundation steps and/or use of cripple walls may be added to suit grade. 5" Corner Boards 5" Corner Boards W08 @ 86.25"W06 @ 86.25" W04 @ 92.25" W08 @ 86.25"W06 @ 86.25"W07 @ 86.25" W08 @ 86.25"W02 @ 86.25" W06 @ 86.25" W03 @ 92.25" D16-6068W15 @ 92.25"W04 @ 92.25" W07 @ 86.25" W08 @ 86.25" W06 @ 86.25" D17-6068 W03 @ 92.25" D16-6068 D17-6068 W05 @ 86.25" W09 @ 92.25" W05 @ 86.25" W14 @ 86.25"W13 @ 86.25" Trim - nominal 1x10 1 x 4 Shadow Board, Typical 1 x 8 Frieze Board 1 x 10 Rake, Typical Left Elevation NOTE: See Roof Plan for roof pitches and overhangs Typical Step down Deck Detail Attached to Wood Wall (see detail) Foundation steps and/or use of cripple walls may vary to suit grade. Window head (frame) off sub-floor 3 1/2" Window Trim on double hung windows Structural column with decorative cover Trim - nominal 1x12 3 1/2" Window trim on casement windows Optional Cedar Impressions Siding Posts under deck can be solid 4x4 up to 48" in height, solid 6x6 PT for higher decks. Consult Artform for decks higher than 8 ft off grade. 5" Corner Boards 5" Corner Boards 5" Corner Boards W05 @ 86.25" W09 @ 92.25" W05 @ 86.25" W14 @ 86.25"W13 @ 86.25"3"3/4"2'-1 3/4"124"12 5/8"103 1/8"105 5/8"100 1/2"23 1/2"4"20'-7 7/8"7'-10"3"(2) 2x10 Header At framing & subfloorSill Delta, see notes Fin Floor to Opening, min 2'-0" Second Floor First Floor Basement Drive/Walk OutBottom of Open cannot exceed 20'-0" above grade @ required EgressPurpose of story pole is to demonstrate compliance with 20 ft exterior maximum and 24" interior minimum. Sill Delta - distance from bottom of frame to window opening. Sill Delta Varies from 2 3/4" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to Andersen Silverline 3000/3009 Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story PoleAssumed pour from 8 ft formsDouble Sill © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:05 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 5 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ 30'-0"5'-5" 15'-0"15'-0" 11"6'-6" 35'-5" 28'-0"7'-5" 35'-5"1'-0 5/8"8'-1 1/8"1'-0 5/8"9'-1 1/8"1'-0 5/8"8'-5 1/8"8'-1 1/8"4'-0"4"Lav Center of structural column with decorative cover Mudroom 1 Cross Section @ Mudroom/Lav Bearing wall Center of Ridge Edge of FramingEdge of Framing Master Bath Unfinished Basement Porch ChaseHall Chase Attic CC CC Bearing wall Joists sized to carry bearing wall above CC Not Shown: Collar Ties are required per code R802.3.1: They shall be connected in the upper third of the Attic Space via (3) 10d Nails. They will be a minimum of 1" x 4", spaced not more than 4'-0" OC. If builder is not applying sub floor to entire floor, a 2'-0" minimum strip must be added to perimeter as part of the roof tie system. 11 7/8" I-Joist & 3/4" Subfloor Top of 1ST Floor Sub-Floor 11 7/8" I-Joist & 3/4" Subfloor Top of 2ND Floor Sub-Floor 11 7/8" I-Joist & 3/4" Subfloor Top of Attic Floor Sub-Floor Unfinished Basement Top of slab Ceiling height Edge of Framing Bearing wall Stairwell Porch Slab 5 1/2" Concrete Stem Wall 8" Concrete Stem Wall Fill under Porch Type F 8" concrete wall required for porch slab. (See Section & Type F Detail for further info) Field Verify Below Frost 30'-0"1'-6" 15'-0"15'-0"1'-0 5/8"8'-1 1/8"1'-0 5/8"9'-1 1/8"1'-0 5/8"8'-5 1/8"11"4'-1" 3'-0" 31'-6"4"4'-0"Center of Columns Structural column with decorative cover Kit - Dine 2 Cross Section @ Kit - Dine - Live/Porch Center of Ridge Edge of FramingEdge of Framing Bedroom Unfinished Basement Porch Bdrm Hall Bedroom Study Attic CC Bearing wall Joists sized to carry bearing wall above Bearing wall Bearing wall Typical Step down Deck Attached to Wood Wall (see detail) Precast Bell or Poured Footings @ Porch, 8" Base to frost with 8" Sonotube DD Edge of Framing Local building or energy codes may require insulation at basement walls and/or under slab. GC should consult local officials. 11 7/8" I-Joist & 3/4" Subfloor Top of 1ST Floor Sub-Floor 11 7/8" I-Joist & 3/4" Subfloor Top of 2ND Floor Sub-Floor 11 7/8" I-Joist & 3/4" Subfloor Top of Attic Floor Sub-Floor Perimeter footing to frost Not Shown: Collar Ties are required per code R802.3.1: They shall be connected in the upper third of the Attic Space via (3) 10d Nails. They will be a minimum of 1" x 4", spaced not more than 4'-0" OC. If builder is not applying sub floor to entire floor, a 2'-0" minimum strip must be added to perimeter as part of the roof tie system. Porch Slab 5 1/2" Concrete Stem Wall Closet Fill under Porch Ledger AA Type B 8" concrete wall required for porch slab. (See Section & Type B Detail for further info) Type F 8" concrete wall required for porch slab. (See Section & Type F Detail for further info) Field Verify Below Frost Post: 3 1/2" od concrete filled pipe post, typ @ basement. Provide solid blocking in floor 20'-0" 10'-0"10'-0"1'-0"1'-0 5/8"8'-1 1/8"1'-0 5/8"9'-1 1/8"1'-0 5/8"8'-5 1/8"Unfinished Basement Living Room 3 Cross Section @ Living Room Not Shown: Collar Ties are required per code R802.3.1: They shall be connected in the upper third of the Attic Space via (3) 10d Nails. They will be a minimum of 1" x 4", spaced not more than 4'-0" OC. Center of Ridge Edge of Framing Stacked Ridge Minimum Height Local building or energy codes may require insulation at basement walls and/or under slab. GC should consult local officials. CCCC Edge of Framing 11 7/8" I-Joist & 3/4" Subfloor Top of 1ST Floor Sub-Floor 11 7/8" I-Joist & 3/4" Subfloor Top of 2ND Floor Sub-Floor Bedroom Bath If builder is not applying sub floor to entire floor, a 2'-0" minimum strip must be added to perimeter as part of the roof tie system. 11 7/8" I-Joist & 3/4" Subfloor Top of Attic Floor Sub-Floor Perimeter footing to frost 4" Slab Floor Built up beam See Plan for Footing 3 1/2" od concrete filled steel pipe post, typical Simpson Strong-Tie Post Cap Size per manufacturer's recommendations Top of footing min 1/2" below bottom of basement slab Typical Basement Post Not to Scale Simpson base plate - install per manufacturer's instructions ½"= 1 ' Scale 1 "= 1 ' Scale Beam Pocket Scale 1"=1'-0" Beam Pocket Scale 1/2"=1'-0" ½"= 1' Sca le Reverse Brick Shelf Scale 1"=1'-0" saddle plate shown in detail, builder may substitute this with standard beam plates Typical Basement Post Not to Scale ½"= 1 ' Scale 1"= 1' Sca le Beam Pocket Scale 1"=1'-0" NOTCH BEAM FOR MUDSILL IF REQUIRED. (max. notch equals 1/4 depth of beam) 1/2" AIR SPACE BEAM SHIMS TO LEVEL BEAM VAPOR BARRIER 3" MIN BEARING SURFACE FOR WOOD BEAM FOUNDATION WALL Beam Pocket Scale 1/2"=1'-0" ½"= 1 ' Sca le Reverse Brick Shelf Scale 1"=1'-0" © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:06 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 6 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ9'-1 1/8"1'-0 5/8"9'-1 1/8"9'-5 5/8"7'-6"4'-0" 23'-0"1'-1 1/2"11'-6"11'-6"8'-8 5/8"7'-2"89 1/8"Master Bedroom Top of 1ST Floor Sub-Floor & Garage Slab Wall Height (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters, typ. Joist Attached to Rafter Garage 4 Cross Section @ Garage Below Frost Field Verify Center of Ridge Edge of Framing Edge of Framing 11 7/8" I-Joist & 3/4" Subfloor Bracing 48" OC Stacked Ridge Minimum Height Fill Under Garage Wall Height Joists sized to carry bearing wall above Bearing wall Garage door header= (3) 11 1/4" LVL (Continuous, do not splice) To meet sheer requirements is to extend full face of Garage and be installed just below the plates (See Shear Sheet for further details and information) BB CC FF Top of 2ND Floor Sub-Floor Ceiling Joists Attic Assess clearance between bottom of beams and slab prior to framing. Flush frame beams if required to provide minimum of 81" clearance. 6" Slab see foundation detail G on page 3 13'-0" 6'-6"6'-6"1'-0 5/8"8'-1 1/8"1'-0 5/8"9'-1 1/8"Bedroom Porch 5 Cross Section @ Bedroom/Porch CC Not Shown: Collar Ties are required per code R802.3.1: They shall be connected in the upper third of the Attic Space via (3) 10d Nails. They will be a minimum of 1" x 4", spaced not more than 4'-0" OC. Center of Ridge Edge of FramingEdge of Framing Structural column with decorative cover 11 7/8" I-Joist & 3/4" Subfloor 11 7/8" I-Joist & 3/4" Subfloor CC Top of 1ST Floor Sub-Floor Fill under Porch Plate shown to Help framer in laying out gable 8'-10"7'-3 1/2"Line of Stair Clearance (Low er) T2T2 Line of Stair clearance - 80" Min. required by code Line of Stair clearance - 80" Min. required by code 7'-11"Line of Stair Clearance (Upper) Line of Stair clearance - 80" Min. required by code T1T1 Blocking Support 2"x on Flat Run Sub-Floor over 1/2" = 1' Floor Joist Double Header Finish Floor over Sub-Floor (NTS) Minimum Head Room 80" Minimum Head Room(Below) 80" T2T2 3/4"1" 11" 10" 7 5/8"1 1/2"1/2" Gypsum Board Subfloor Ledger - rip from deeper member 7 5/8" +/- Typ Rise Top of Carriage (C) Scale: 1" = 1'-0" N o te s: · Se e p la n s fo r lo ca tion s wh e re shea r p a nels a re r e q uire d . · D e ta ils shown h er e a re fo r on e m e th o d a nd for typ ica l cond ition s. An alter n a te sh e a r m etho d a llo wed pe r co d e o r ap p rove d by th e co de office r m a y b e sub stitu te d. · If th e m e th od at le ft is u se d a t Gara g es whe re width of pan e l is 2 0" or m o re, wall heigh t m ay b e 10 ft a s shown in d e ta il a t left. Wh e re pa n e l wid th is 18 "-20", wa ll he ig h t m a y be 9 ft. Where p ane l is 16 "-1 8", wall heigh t m ay b e 8 ft. Wher e p a nel is le ss, con sult ar ch itect fo r a dditiona l de sign . · If th e m e th od at le ft is u se d , in cre ase fo u nda tion wa ll h e ig ht a t fro nt an d fo r 2 ft alon g wall retur n s as req u ired to m eet m axim u m woo d stu d wall heigh ts, a nd exte nd sh eathin g a n d sid in g in fro n t o f wall to achieve desired a e sthe tics. U n tread e d woo d m a y no t be in dir e ct co ntact with co n cre te - u se tre ated wo o d or p ro vid e a b arrie r, su ch a s a ru b b er m e m b rane o r fe lt pa p e r. · Note that if she a th in g is to be used as wa ll br a cin g a ll ver tica l jo in ts in re q u ired bra ce d wall pan e ls m ust b e b lo cke d . [20 1 5 IRC with M A am e n d m e nts sectio n R 6 0 2.10.10 ] Typ Tread Detail shows assumptions used for framing plan RO Framer may adjust to suit different head support methods Blocking between stringers Opt 1/2" Gyp Bd on Strapping Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A) Scale: 1" = 1'-0" ¼"=1 ''-0 " 1 "=1 '-0 " S h e ar Wall D e ta ils Not to Scale Ideally - Insu la te co rner prior to sheathing. Minim u m - se a l all woo d joints prior to sheathing. (NTS) Minimum Head Room 80"Finish Floor over Sub-Floor Stair Stringer Cut to Beam Blocking to Make up Step Height Stud Wall T1T1 1/2" = 1' Wall Floor Joist © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:06 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 7 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ1'-0 5/8"8'-1 1/8"1'-0 5/8"9'-1 1/8"1'-0 5/8"8'-5 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"9'-5 3/4"13'-0"13'-0"10'-9 1/4"11'-2 3/4" 11'-6 1/4"11'-6 1/4" 23'-0 1/2" 26'-0" 48'-0"5'-7 5/8"5'-7 5/8"9'-10"3'-2"3'-2"9'-10" Entry Attic 7 Cross Section @ Front Gables Center of Ridge Edge of FramingEdge of Framing 11 7/8" I-Joist & 3/4" Subfloor Top of Subfloor Top of Subfloor (2) 2x Top Plates Perimeter Footing to Frost (2) 2x Top Plates P.T. BEARING PLATE 2x Bottom Plate 4" Slab Floor Ceiling Joist 11 7/8" I-Joist & 3/4" Subfloor CC Plate shown to Help framer in laying out gable Dimension shown to Help framer in laying out gable Center of RidgeEdge of Framing Garage Fill Under Garage Chase Chase Lav Master Bedroom Study Bedroom Laundry Unfinished Basement 11 7/8" I-Joist & 3/4" Subfloor Top of 1ST Floor Sub- Floor/Top of Slab Below Frost Field Verify CC CC CC Dimension shown to Help framer in laying out gable Plate shown to Help framer in laying out gable Ledger 11 7/8" I-Joist & 3/4" Subfloor Edge of Framing Local building or energy codes may require insulation at basement walls and/or under slab. GC should consult local officials. Not Shown: Collar Ties are required per code R802.3.1: They shall be connected in the upper third of the Attic Space via (3) 10d Nails. They will be a minimum of 1" x 4", spaced not more than 4'-0" OC. Wall Height Type A 8" concrete wall required for higher grade at front elevation (See Section & Type A Detail for further info) Type C 8" concrete wall required for garage slab. (See Section & Type C Detail for further info)1'-0 5/8"8'-1 1/8"1'-0 5/8"9'-1 1/8"1'-0 5/8"8'-5 1/8"1'-0 5/8"9'-1 1/8"9'-5 3/4"6'-6"6'-6" 13'-0"13'-0"22'-0" 26'-0"1'-0"48'-0" Porch 6 Cross Section @ Front Gable Center of Ridge Edge of FramingEdge of Framing 11 7/8" I-Joist & 3/4" Subfloor Top of Subfloor Top of Subfloor (2) 2x Top Plates Perimeter Footing to Frost (2) 2x Top Plates P.T. BEARING PLATE 2x Bottom Plate 4" Slab Floor 11 7/8" I-Joist & 3/4" Subfloor Dimension shown to Help framer in laying out gable Edge of Framing Garage Fill Under Garage Chase Study Bedroom Laundry Unfinished Basement 11 7/8" I-Joist & 3/4" Subfloor Top of 1ST Floor Sub-Floor/Top of Slab Below Frost Field Verify CC CC Plate shown to Help framer in laying out gable Ledger 11 7/8" I-Joist & 3/4" Subfloor Local building or energy codes may require insulation at basement walls and/or under slab. GC should consult local officials. Not Shown: Collar Ties are required per code R802.3.1: They shall be connected in the upper third of the Attic Space via (3) 10d Nails. They will be a minimum of 1" x 4", spaced not more than 4'-0" OC. Stacked Ridge Minimum Height CC Closet Type A 8" concrete wall required for higher grade at front elevation (See Section & Type A Detail for further info) Type B 8" concrete wall required for porch slab. (See Section & Type B Detail for further info)Type D 8" concrete wall required for garage slab & porch slab. (See Section & Type D Detail for further info) Fill Under Porch © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:06 PMIssued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 8 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 8 4 5 6 7 8 NR NR 6 @ 41 NR NR NR NR 6 @ 35 NR 6 @ 36 NR NR 6 @ 26 6 @ 37 6 @ 35 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 9 4 5 6 7 8 NR NR 6 @ 36 NR NR NR NR 6 @ 32 NR 6 @ 35 NR NR 6 @ 23 6 @ 35 6 @ 32 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 10 4 5 6 7 8 NR NR 6 @ 35 NR NR NR NR 6 @ 29 NR 6 @ 35 NR NR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 Foundation Contractor Check List Confirm or review the following prior to forming & pouring foundation Initials Date Checked ____________Confirmed soil bearing ____________Checked w/GC for added foundation steps to suit grade ____________Confirm sill plate thickness (foundation bolts to extend through all) ____________Confirmed garage door size ____________Checked w/GC for added basement windows ____________Checked w/GC for added basement man doors ____________Confirmed sizes & locations mech/plbg penetrations ____________Confirmed sizes and locations of beams w/GC, added or adjusted beam pockets ____________Confirmed location and installed electrical service grounding - See GC for location Framers Check List Confirm or review the following prior to framing: Initials Date Checked ____________Framing Plans, floor plans, elevations & sections on-site & reviewed ____________Confirmed window brand and sizes, adjusted RO's ____________Confirmed kitchen sink location & assoc. window ____________Confirmed duct chase sizes ____________Consult GC re: regional adjustments to framing member sizes per lumber yard calculations ____________If rafter size changed to accommodate snow load different, reviewed details, particularly where windows near roofs, for needed adjustments ____________Confirmed optional porch and/or deck sizes Structural General Notes: 1.Builder shall consult and follow the building code and other regulations in effect for the building site for all construction details not shown in these drawings. Requirements described here are specific to this design and/or are provided as reference. Additional building code or local requirements may apply. 2.Builder shall maintain a safe worksite, including but not limited to, provision of temporary supports where appropriate and adherence to applicable safety standards. 3.Design is based on the snow load listed on the framing plans, 90 mph basic wind speed, Exposure type B, soil bearing capacity of 2000 psf, and Seismic Category C, unless otherwise noted on the framing plans. Builder shall promptly inform Artform Home Plans of differing conditions. Foundations 1.No footing shall be poured on loose or unsuitable soils, in water or on frozen ground. 2.All exterior footings to conform to all applicable code requirements for frost protection. 3.All concrete shall have a minimum compressive strength of at least 3000 PSI at 28 days. 4.Foundation achorage to comply with IRC 2009 Section R403.1.6, it shall consist of minimum size 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers at a maximum of 72" oc for two stories or 48" oc for more than two stories, max of 12" from each corner, min of 2 bolts per wall. Anchor bolt shall extend 7" into concrete or grouted cells of concrete masonry units. Be aware that a garage under may be counted by your code officer as a story. Additional anchorage may be required at braced walls. Wood Framing 1.All structural wood shall be identified by a grade mark or certificate of inspection by a recognized inspection agency. 2.Structural wood shall be Spruce-Pine-Fir (SPF) #2 or better. 3.When used, LVL or PSL indicate Laminated Veneer Lumber or Parallel Strand Lumber, respectively. Products used shall equal or exceed the strength properties for the size indicated as manufacturered by TrusJoist. 4.When used, AJS indicates wood I-joists as manufactured by Boise Cascade. Products of alternate manufacturers may be substituted provided they meet or exceed the strength properties for the member specified. 5.All floor joists shall have bridging installed at mid-span or at 8'-0" oc maximum. 6.Floor systems are designed for performance with subfloor glued and screwed. 7.At posts, provide solid framing/blocking to supports below. Provide minimum 1 1/2" bearing length for all beams and headers, unless noted otherwise. 8.All wood permanently exposed to the weather, in contact with concrete or in contact with the ground shall meet code requirements for wood in these environments. 9.Deck ledgers shall be securely attached to the structure and/ or independently supported, including against lateral movement, per building code requirements and best practices. Unless otherwise noted, decks shall have solid 4x4 pt posts up to 6 ft above grade, and solid 8x8 for heights above that. 10.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 11.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 12.Where multiple beams are supported on one post, provide min 2" bearing for each, via either appropriately sized post cap or additional post(s). 13.Hangers, post caps, ties and other connectors shall be as manufactured by Simpson Strong Tie, as designed to connect the members shown, and shall be installed per manufacturer's instructions. Prefabricated Wood Trusses 1.Where trusses are indicated on the drawings, truss design shall be provided by truss manufacturer. 2.Trusses shall be designed in accordance with applicable provisions of the latest edition of the National Design Specifications for Wood Construction (NDS), American Forst and Paper Association (APA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), Truss Plate Institute (TPI) and code of jurisdiction. 3.Manufacturer shall furnish design drawings bearing seal and registration number of a structural engineer licensed in the state where project will be built. Stru ctur a l Note s - All TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 8 ft ht, 8" wall 9 ft ht, 10" wall Up to 28 ft depth (front to back of main house) TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Built-up Beams: Unless otherwise noted, connect multiple 1 3/4" ply beams as follows: 3 ply & up, fasteners are per side (2) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 24" oc, or o (2) rows SDS 1/4x3 1/2 @ 24" oc ·Framed under (2) rows 10d nails @ 24" oc (2) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (2) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 19.2" oc, or o (3) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 16" oc, or o (2) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (3) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 16" oc, or o (3) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 9 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 11 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc (4) 16" LVL or greater: · Flush framed o (3) rows 5" TrussLock @ 16" oc, or o (3) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Up to 32 ft depth (front to back of main house)Beam Substitutions: (2) 9 1/4" LVL may replace a double or triple 2x10 beam. No other substitutions are allowed. Conventional lumber beams MAY NOT be substituted for LVL beams by any "rule of thumb". Substitutions must be calculated by either Artform or a structural engineer. If calculated by a structural engineer, provide stamped plans and/or calculations. We specify LVL beams as built up members to allow framers to use existing stock. You may substitute single piece LVLs of equivalent overall size for built-up members, unless otherwise noted. Built-up members MAY NOT replace single piece LVL's where specified. Where a beam of 1 3/4" or less in width is specified as framed under, either brace at 48" or double member for lateral stability. Up to 36 ft depth (front to back of main house) 8 ft ht, 10" wall 9 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 10 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 10 ft forms, min 9'-10" finished, with total of 6 rebar, as follows: · (1) #4 rebar, 4" from top · (4) #4 rebar @ 17" OC. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 8 4 5 6 7 8 NR NR 6 @ 41 NR NR NR NR 6 @ 35 NR 6 @ 36 NR NR 6 @ 26 6 @ 37 6 @ 35 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALL MAXIMUM UNSUPPORTED WALL HEIGHT (feet) MIAXIMUM UNBALANCED BACKFILL HEIGHT (feet) MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches) Soil classes and design lateral soil (psf per foot of depth) GW, GP, SW, SP 30 GM, GC, SM, SM-SC and ML 45 SC, ML-CL and inorganic CL 60 9 4 5 6 7 8 NR NR 6 @ 36 NR NR NR NR 6 @ 32 NR 6 @ 35 NR NR 6 @ 23 6 @ 35 6 @ 32 MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203MM) NOMINAL FLAT CONCRETE BASEMENT WALLMAXIMUM UNSUPPORTED WALL HEIGHT(feet)MIAXIMUM UNBALANCED BACKFILL HEIGHT(feet)MINIMUM VERTICAL REINFORCEMENT - BAR SIZE AND SPACING (inches)Soil classes and design lateral soil (psf per foot of depth)GW, GP, SW, SP30 GM, GC, SM, SM-SC and ML45 SC, ML-CL and inorganic CL60 10 4 5 6 7 8 NR NR 6 @ 35 NR NR NR NR 6 @ 29 NR 6 @ 35 NR NR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 Foundation Contractor Check List Confirm or review the following prior to forming & pouring foundation Initials Date Checked ____________Confirmed soil bearing ____________Checked w/GC for added foundation steps to suit grade ____________Confirm sill plate thickness (foundation bolts to extend through all) ____________Confirmed garage door size ____________Checked w/GC for added basement windows ____________Checked w/GC for added basement man doors ____________Confirmed sizes & locations mech/plbg penetrations ____________Confirmed sizes and locations of beams w/GC, added or adjusted beam pockets ____________Confirmed location and installed electrical service grounding - See GC for location Framers Check List Confirm or review the following prior to framing: Initials Date Checked ____________Framing Plans, floor plans, elevations & sections on-site & reviewed ____________Confirmed window brand and sizes, adjusted RO's ____________Confirmed kitchen sink location & assoc. window ____________Confirmed duct chase sizes ____________Consult GC re: regional adjustments to framing member sizes per lumber yard calculations ____________If rafter size changed to accommodate snow load different, reviewed details, particularly where windows near roofs, for needed adjustments ____________Confirmed optional porch and/or deck sizes Structural General Notes: 1.Builder shall consult and follow the building code and other regulations in effect for the building site for all construction details not shown in these drawings. Requirements described here are specific to this design and/or are provided as reference. Additional building code or local requirements may apply. 2.Builder shall maintain a safe worksite, including but not limited to, provision of temporary supports where appropriate and adherence to applicable safety standards. 3.Design is based on the snow load listed on the framing plans, 90 mph basic wind speed, Exposure type B, soil bearing capacity of 2000 psf, and Seismic Category C, unless otherwise noted on the framing plans. Builder shall promptly inform Artform Home Plans of differing conditions. Foundations 1.No footing shall be poured on loose or unsuitable soils, in water or on frozen ground. 2.All exterior footings to conform to all applicable code requirements for frost protection. 3.All concrete shall have a minimum compressive strength of at least 3000 PSI at 28 days. 4.Foundation achorage to comply with IRC 2009 Section R403.1.6, it shall consist of minimum size 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers at a maximum of 72" oc for two stories or 48" oc for more than two stories, max of 12" from each corner, min of 2 bolts per wall. Anchor bolt shall extend 7" into concrete or grouted cells of concrete masonry units. Be aware that a garage under may be counted by your code officer as a story. Additional anchorage may be required at braced walls. Wood Framing 1.All structural wood shall be identified by a grade mark or certificate of inspection by a recognized inspection agency. 2.Structural wood shall be Spruce-Pine-Fir (SPF) #2 or better. 3.When used, LVL or PSL indicate Laminated Veneer Lumber or Parallel Strand Lumber, respectively. Products used shall equal or exceed the strength properties for the size indicated as manufacturered by TrusJoist. 4.When used, AJS indicates wood I-joists as manufactured by Boise Cascade. Products of alternate manufacturers may be substituted provided they meet or exceed the strength properties for the member specified. 5.All floor joists shall have bridging installed at mid-span or at 8'-0" oc maximum. 6.Floor systems are designed for performance with subfloor glued and screwed. 7.At posts, provide solid framing/blocking to supports below. Provide minimum 1 1/2" bearing length for all beams and headers, unless noted otherwise. 8.All wood permanently exposed to the weather, in contact with concrete or in contact with the ground shall meet code requirements for wood in these environments. 9.Deck ledgers shall be securely attached to the structure and/ or independently supported, including against lateral movement, per building code requirements and best practices. Unless otherwise noted, decks shall have solid 4x4 pt posts up to 6 ft above grade, and solid 8x8 for heights above that. 10.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 11.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 12.Where multiple beams are supported on one post, provide min 2" bearing for each, via either appropriately sized post cap or additional post(s). 13.Hangers, post caps, ties and other connectors shall be as manufactured by Simpson Strong Tie, as designed to connect the members shown, and shall be installed per manufacturer's instructions. Prefabricated Wood Trusses 1.Where trusses are indicated on the drawings, truss design shall be provided by truss manufacturer. 2.Trusses shall be designed in accordance with applicable provisions of the latest edition of the National Design Specifications for Wood Construction (NDS), American Forst and Paper Association (APA), and Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1), Truss Plate Institute (TPI) and code of jurisdiction. 3.Manufacturer shall furnish design drawings bearing seal and registration number of a structural engineer licensed in the state where project will be built. Str u ctu ralNotes - All Snow Load Soil PSI TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 8 ft ht, 8" wall 9 ft ht, 10" wall Up to 28 ft depth (front to back of main house) Snow Load Snow Load TYPICAL PERIMETER FOUNDATION WALL: · 10" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Built-up Beams: Unless otherwise noted, connect multiple 1 3/4" ply beams as follows: 3 ply & up, fasteners are per side (2) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 24" oc, or o (2) rows SDS 1/4x3 1/2 @ 24" oc ·Framed under (2) rows 10d nails @ 24" oc (2) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (2) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 19.2" oc, or o (3) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 9 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 19.2" oc, or o (2) rows SDS 1/4x3 1/2 @ 19.2" oc · Framed under (2) rows 10d nails @ 24" oc (3) 11 1/4" LVL: · Flush framed o (2) rows 3 3/8" TrussLock @ 16" oc, or o (2) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (3) 16" LVL or greater: · Flush framed o (3) rows 3 3/8" TrussLock @ 16" oc, or o (3) rows SDS 1/4x3 1/2 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 9 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 24" oc (4) 11 1/4" LVL: · Flush framed o (2) rows 5" TrussLock @ 16" oc, or o (2) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc (4) 16" LVL or greater: · Flush framed o (3) rows 5" TrussLock @ 16" oc, or o (3) rows SDS 1/4x6 @ 16" oc · Framed under (2) rows 10d nails @ 12" oc Soil PSI TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 8 ft forms, min 7'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. Up to 32 ft depth (front to back of main house)Beam Substitutions: (2) 9 1/4" LVL may replace a double or triple 2x10 beam. No other substitutions are allowed. Conventional lumber beams MAY NOT be substituted for LVL beams by any "rule of thumb". Substitutions must be calculated by either Artform or a structural engineer. If calculated by a structural engineer, provide stamped plans and/or calculations. We specify LVL beams as built up members to allow framers to use existing stock. You may substitute single piece LVLs of equivalent overall size for built-up members, unless otherwise noted. Built-up members MAY NOT replace single piece LVL's where specified. Where a beam of 1 3/4" or less in width is specified as framed under, either brace at 48" or double member for lateral stability. up to 28 ft plan depth 8 ft nominal basement height 8" foundation wall Full basement plus 2 stories Up to 36 ft depth (front to back of main house) Footing Size Type 8.8.28 Footing Size Type 8.8.32 29-32 ft plan depth 8 ft nominal basement height 8" foundation wall Full basement plus 2 stories Soil PSI Footing Size Type 8.8.36 33-36 ft plan depth 8 ft nominal basement height 8" foundation wall Full basement plus 2 stories 8 ft ht, 10" wall 9 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 9 ft forms, min 8'-10" finished, with total of 3 rebar, as follows: · (1) #4 rebar, 4" from top · (1) #4 rebar @ vertical midpoint. Omit this rebar at walls 4 ft high or less. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 10 ft ht, 8" wall TYPICAL PERIMETER FOUNDATION WALL: · 8" poured concrete, 10 ft forms, min 9'-10" finished, with total of 6 rebar, as follows: · (1) #4 rebar, 4" from top · (4) #4 rebar @ 17" OC. · (1) #4 rebar, min 3" from bottom or per code · Lap corners & splices of rebar per code. · Secure sill to foundation with 1/2" diameter anchor bolts that extend 7" into concrete and tightened with a nut and washer @ 6' oc & max 12" from each corner & each end @ wood sill splices - if built-up sill, bolts must extend through all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Verify that depth of home matches chart. Depth is foundation dimension eave to eave. Contact Artform Home Plans if you believe the chart does not match the plan. 2.Select column for snow load shown on the structural plans. 3.Select soil bearing pressure based on soil type and/or consultation with code officer. 4.The required footing size is at the intersection of the Snow Load and Soil PSI. Rebar is not required. Key or pin foundation wall to footing per code. For the purposes of permitting, soil bearing for New England is assumed to be 2,000 PSI. FAQ - Adding rebar to footings does not reduce the required width. Rebar affects performance with earth movement, like an earthquake and has near zero effect on bearing capacity. 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) Guide to Soil PSI 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 3,000 Sandy gravel and/or gravel (GW and GP) 2,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1,500 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) Follow manufacturer’s instructions both for installation of joist hangers to joist and to beam. The illustration below, by Simpson Strong Tie, is provided as a courtesy. Consult their full manual for acceptable fastener sizes and other important instructions. Top of Carriage (C) Scale: 1" = 1'-0" Notes: · See plans for locations where shear panels are required. · Details shown here are for one method and for typical conditions. An alternate shear method allowed per code or approved by the code officer may be substituted. · If the method at left is used at Garages where width of panel is 20" or more, wall height may be 10 ft as shown in detail at left. Where panel width is 18"-20", wall height may be 9 ft. Where panel is 16"-18", wall height may be 8 ft. Where panel is less, consult architect for additional design. · If the method at left is used, increase foundation wall height at front and for 2 ft along wall returns as required to meet maximum wood stud wall heights, and extend sheathing and siding in front of wall to achieve desired aesthetics. Untreaded wood may not be in direct contact with concrete - use treated wood or provide a barrier, such as a rubber membrane or felt paper. · Note that if sheathing is to be used as wall bracing all vertical joints in required braced wall panels must be blocked. [2015 IRC with MA amendments section R602.10.10] Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A) Scale: 1" = 1'-0" ¼"=1''-0" 1"=1'-0" BEAM 3/4'' SUB-FLOOR GLUED AND NAILED FLOOR JOISTS 2' X BLOCKING OVER BEAM POST ALIGNED WITH POST BELOW, TYP PROVIDE EXTRA 2' X BLOCKING SUPPORT AT STRUCTURAL POINTS POST FOOTING Shear Wall Details Not to Scale Ideally - Insulate corner prior to sheathing. Minimum - seal all wood joints prior to sheathing. PT. DECK JOISTS POST STAND OFF POST CAP POST CAP & JOIST ATTACHMENT POST CAP POST STAND OFF Typical Deck Not to Scale ANCHOR BOLT CONCRETE FOOTING To below frost per code DECKING RAILING SYSTEM- CONFORM TO CODE REQUIREMENTS CONCRETE FOUNDATION GRADE TREATED LEDGER- 1/2" BOLTS @16" O.C. STAGGERED HOUSE FLOOR SYSTEM FLASHING TUCKED 1 IN. UNDER SIDING AND WRAPPED OVER LEDGER JOIST HANGERS PT. BEAM TREATED POST36" MINIMUMSIMPSON STRONG-TIE ACH WITH TWO H1'S ¼"= 1' Scale 1 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 18'-1 1/4"6'-7"4'-1 3/4"4'-4 1/2"4'-9 1/2" 1'-0" 5'-0"5'-0" 1'-0"10'-8"1'-4"20'-0"12'-0"6'-0"12'-8 1/2"6'-10"7'-9 1/2"2'-5"12'-6 3/4"7'-1 1/2"10'-0 3/4"20'-0"10'-5"12'-0"12'-5 1/4"7'-1 1/2"15'-8 3/4"8'-7"8" 38'-0" 12'-0" 11'-8"13'-2 1/2" FF Line of cabinets above Toilets above shown for reference. Review floor plans for additional plumbing. Provide plumbing bays or as required2x8 PT @ 16" OCPosts under deck can be solid 4x4 up to 48" in height, solid 6x6 PT for higher decks. Consult Artform for decks higher than 8 ft off grade. Posts down are 3 1/2" OD Pipe posts in basement below, unless otherwise noted. Assess clearance between bottom of beams and basement slab prior to framing. Flush frame beams if required to provide minimum of 81" clearance. T2T2 PT. Ledger (typ) (2) PT 2x8 Below Align Stairwell Framing with Wall Framing B12: (2) 11 7/8" LVL - Flush (Continuous, Do Not Splice) First Floor Framing Structure designed for Snow Load of 50 PSF Provide blocking in the floor at structural points. Blocking may be 2x’s or solid, but must have grain of wood vertical. 1 0 1 2 3 4Post Dn 11 7/8" TJI 360 @ 16" OCB11: (2) 11 7/8" LVL - Flush (Continuous, Do Not Splice)Post Dn Post Dn Post Dn/Up11 7/8" TJI 360 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110 @ 16" OCPost Dn/Up 11 7/8" TJI 360 @ 16" OC11 7/8" TJI 110 @ 16" OCH6: (3) 2x10 Header NOTE: Our beams sizes often differ from prescriptive code, because our designs are rarely the old style box colonial or cape with a center bearing wall upon which prescriptive code is based. We size our beams via calculations for this specific design, which may carry those loads separately via second floor beams and/or roof transfer beams. Beam sizes may not be reduced or alternates substituted without our express permission. In states where the designer is a licensed architect, (NH, MA, ME & NY as of the date of issue) we are happy to stamp our drawings at no additional charge. In other states we are happy to provide calculations. Administration fees apply with provision of calculations. Code officer is encouraged to call with any questions about our methodology. NOTE: Window and door headers and the number of jack studs to support them shall comply with IRC Tables R502.5 (1) and R 502.5 (2) NOTE: Most headers need (2) Jack Studs, confirm correct stud number for Header selected. © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:07 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 9 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ 1 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 12'-1 3/4"12'-6 1/2"4'-1 3/4"9'-2"19'-8 1/4"3 3/4"10'-5"4'-1"13'-0"13'-0"8'-0"23'-0"11'-8 1/4"11'-3 3/4"3'-6"12'-0"26'-0"22'-0"6'-10"9'-5" 38'-0"22'-0"20'-0"FF Bearing Wall Bearing Wall 11 7/8" TJI 110 @ 16" OC11 7/8" TJI 210 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 360 @ 16" OCToilets above shown for reference. Review floor plans for additional plumbing. Provide plumbing bays or as required Joists sized to carry bearing wall above Line of Bearing Wall Above Second Floor Framing Structure designed for Snow Load of 50 PSF 1 0 1 2 3 4 Garage door header= (3) 11 1/4" LVL (Continuous, do not splice) To meet sheer requirements is to extend full face of Garage and be installed just below the plates (See Shear Sheet for further details and information) Post Dn/UpH4: (2) 7 1/4" LVL Header H5: (3) 9 1/4" LVL Header Solid 4x4 in wall unless noted otherwise B8: (3) 9 1/4" LVL - Under (Continuous, Do Not Splice)Solid 6x6 PT, typ @ Porch Columns - See elevations for decorative covers Provide blocking in the floor at structural points. Blocking may be 2x’s or solid, but must have grain of wood vertical. NOTE: Window and door headers and the number of jack studs to support them shall comply with IRC Tables R502.5 (1) and R 502.5 (2) NOTE: Most headers need (2) Jack Studs, confirm correct stud number for Header selected. Align Stairwell Framing with Wall Framing Line of dormer wall above, joists sized to carry bearing wall & roof load11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110@ 16" OCB7: (4) 20" LVL- Under 6X6 Post Dn 6X6 Post Dn/UpBearing Wall Post Dn/Up Post DnB6: (2) 11 7/8" LVL - Flush (Continuous, Do Not Splice) 11 7/8" TJI 560 Joist 16" OC11 7/8" TJI 560 @ 16" OC Line of Bearing Wall Above Line of Bearing Wall Above 11 7/8" TJI 110@ 16" OCBearing Wall Line of Bearing Wall Above Line of Bearing Wall AboveB9: (2) 11 7/8" LVL - FlushB10: (2) 11 7/8" LVL - FlushT1T1 © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:07 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 10 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ 12 : 123 : 126 : 1212 : 1210 : 1210 : 12 10 : 12 10 : 1210 : 1210 : 12 10 : 125 : 125 : 12 10 : 1210 : 121'-2"1'-2"10"1'-2"10"1'-4"1'-4"1'-4"3'-2"10" 10" 10" 1'-2"10"1'-6"10" 10"1'-6"1'-6"1'-6"1'-2"10"6"1'-0"1'-0"1'-0" 7'-0 3/4"7'-0 3/4" 1'-2" 10"1'-2"1'-4"6'-6"6'-6"13'-0" 11'-2 3/4"10'-9 1/4" 13'-0" Dimensions measured to face of framing, typ. Minimal rake @ Dormer In case of conflict exterior trim alignment takes precedence over overhang dimensions Line of Dormer Wall above False rake Roof Plan 1 0 1 2 3 4 1 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 35'-5"12'-2 3/4"12'-5 1/2"13'-3 3/4" 12'-0"13'-0"13'-0"22'-0"1'-6"38'-0"22'-0"8'-0"23'-0"4'-5"11'-8 1/4"11'-3 3/4"15'-5"20'-0"19'-8 1/4"15'-8 3/4"2X8 @ 16" OCCeiling Framing Structure designed for Snow Load of 50 PSF 1 0 1 2 3 4 2X8 @ 16" OC11 7/8" TJI 210 @ 16" OC11 7/8" TJI 110 @ 16" OC11 7/8" TJI 110 @ 16" OCB4: (2) 11 7/8" LVL - Flush (Continuous, Do Not Splice)2X8 @ 16" OCFF (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters, typ. Ceiling Joist Attached to Rafter Ceiling Joist Attached to Rafter Post Dn 11 7/8" TJI 210 @ 16" OCJoists sized to carry bearing wall above Line of dormer wall above, joists sized to carry bearing wall & roof load Solid 4x4 in wall unless noted otherwise 2X3 @ 16" OCPost Dn H1: (2) 9 1/4" LVL Header H3: (3) 2x8 Header Ceiling Joist Attached to RafterPost Dn 11 7/8" TJI 230 @ 16" OCB5: (1) 2x3 (Attached to Valley Rafters) AA H2: (2) 7 1/4" LVL Header See both Trim and Insulation details for additional information effecting framing (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. Joist Attached to Rafter Ceiling Joist Attached to Rafter Top plate(s) © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:07 PMIssued for: Construction for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. for construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc.3D Roof Overview 3D Roof Overview C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 11 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ 1 1/2 story - Option 21/2"=1'-0"Typical at full return1/2"=1'-0"Typical rafter splice over beam1/2"=1'-0"Ceiling joist at lowered eave1/2"=1'-0"½"= 1 ' ScaleCeiling joist at lRaised eave1/2"=1'-0" See both Trim and Insulation details for additional information effecting framing(6) 10 d nails, typical atall ceiling joist or rafter tieconnections to rafters.Typical rafter splice over wall1/2"=1'-0" Valley Beam Attachment Options Post Valley beam - See Roof framing for size Hanger Post Valley beam - See Roof framing for size Ledger Min. bearing 1 1/2" or per framing plan Min. bearing 1 1/2" or per framing plan Option A Option B Supporting valley beams on face of vertical post via toe nailing alone is not allowed Post Valley beam - See Roof framing for size Toe nail (2) per side of vally beam for a total of (4) Option C Secure hanger to post with 10d nails, fill all holes. Secure beam into hanger with joist hanger nails. Toe nail (2) per side of vally beam for a total of (4) Alternate:12" False Rake and a 6" Shed Dormer RakeNot Shown: Toe nail rafter toplate with (2) 16d commonnails each side of rafter (6) 10 d nails, typical atall ceiling joist or rafter tieconnections to rafters.Perspective View of Detail C 1/2" Plywood Gusset Detail 10 8-d nails per side, 5 per rafter end 1 1/2 story - Option 2 1/2"=1'-0" Typical at full return 1/2"=1'-0" Typical rafter splice over beam 1/2"=1'-0" Ceiling joist at lowered eave 1/2"=1'-0" ½"= 1' Scale Ceiling joist at lRaised eave 1/2"=1'-0" See both Trim and Insulation details for additional information effecting framing (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. Typical rafter splice over wall 1/2"=1'-0" Minimal Rakes @ Rear shed dormer False rake scale: 3/8" = 1'-0" Alternate: 12" False Rake and a 6" Shed Dormer Rake Not Shown: Toe nail rafter to plate with (2) 16d common nails each side of rafter (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. Perspective View of Detail C 1/2" Plywood 10 8-d nails per side, 5 per rafter end 1 1/2 story - Option 2 1/2"=1'-0" Typical at full return 1/2"=1'-0" Typical rafter splice over beam 1/2"=1'-0" Ceiling joist at lowered eave 1/2"=1'-0" ½"= 1' Scale Ceiling joist at lRaised eave 1/2"=1'-0" See both Trim and Insulation details for additional information effecting framing (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. Typical rafter splice over wall 1/2"=1'-0" Alternate:12" False Rake and a 6" Shed Dormer Rake Not Shown: Toe nail rafter to plate with (2) 16d common nails each side of rafter (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. (4) 16d Nails @ Ea. Joist 18 Ga. Coil Strap @ Ea. Rafter; (1) 10d Nail @ Each Top Plate (3) 10d Nails @ Rim Joist (2) 16d Nails @ Sole Plate H3 Hurricane Tie @ each Rafter Rim Joist Top Plate(s) Rafters, see roof framing plan Sub Floor Perspective View of Detail C 1/2" Plywood 10 8-d nails per side, 5 per rafter end Not shown - A35 Angle opposite side of each Rafter 1 1/2 story - Option 21/2"=1'-0"Typical at full return1/2"=1'-0"Typical rafter splice over beam1/2"=1'-0" Ceiling joist at lowered eave 1/2"=1'-0" ½"= 1' ScaleCeiling joist at lRaised eave1/2"=1'-0" See both Trim and Insulation details for additional information effecting framing(6) 10 d nails, typical atall ceiling joist or rafter tie connections to rafters. Typical rafter splice over wall 1/2"=1'-0" Alternate:12" False Rake and a 6" Shed Dormer RakeNot Shown: Toe nail rafter toplate with (2) 16d commonnails each side of rafter (6) 10 d nails, typical atall ceiling joist or rafter tieconnections to rafters.Perspective View of Detail C 1/2" Plywood 10 8-d nails per side, 5 per rafter end Stacked Ridge Detail Top Edge Bottom Edge Stacked Ridge Ridge needs to be tall enough to support top and bottom edge of rafters. Center of Ridge 1 1 1 1 2 2 2 23 3 3 3 4 4 4 4 55 55 7777 66 66 9'-10"3'-2"3'-2"9'-10" 6'-6"6'-6" BB CC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC2x10 Rafters @ 16" OC 2x10 Rafters @ 16" OC 2x10 Rafters @ 16" OC Frame Over 1 0 1 2 3 4 Roof Framing Use Hurricane ties per code Structure designed for Snow Load of 50 PSF See Stacked Ridge Detail for Rafter Support NOTE: See Roof Plan for roof pitches and overhangs Triple RaftersTriple RaftersTriple RaftersTriple Rafters2x12 Ridge BB CC DD DD CC CCCC 2x10 Rafters @ 16" OC2x10 Rafters @ 16" OCMinimum 1'-1 1/2" Stacked Ridge (See Detail)Triple RaftersTriple RaftersTriple RaftersTriple RaftersAA CC CC CC 2x12 Ridge FF FF 2x10 Rafters @ 12" OC AA Double RaftersDormer wall above L e d g e r 2x10 Rafters @ 16" OC L e d g er LedgerLedgerL e d g e rL e d g e r2x10 Rafters @ 16" OC B 3 : (2 ) 2 x1 0 V a lle y R a fte rB 2: ( 1 ) 2 x 1 0 V alle y R afte r 2x10 Rafters @ 16" OC Frame Over L e d g e r CC2x12 RidgeBearing Wall Bearing Wall 2x10 Rafters @ 16" OC Ledger6'-0"4'-6"B1: (2) 2x8 (Attached to Triple Rafters) 2" DD 2" xJoist and Box Sub-Floor Optional Insulation blocking Ceiling Joist See both Trim and Insulation details for additional information effecting framing (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. Birdsmouth 12 See plan Top plate(s) Exterior Wall Optional Insulation blocking Simpson A35 Angle on opposite side of rafter (4) 16d Nails @ Ea. Joist Hurricane Tie 18 Ga. Coil Strap; (2) 10d Nails @ Top of wall, (3) 10d Nails @ Rim, (2) 16d Nails @ Top bent portion of strap Rafters,see roof framing plan Joist Birdsmouth Rafters,see roof framing plan 12 See plan Rafters,see roof framing plan Use Rafter Ties Birdsmouth 5 1/2" 12See plan Roof Sheathing See trim detail for roof sheathing over hang Top plate(s) See wall detail Optional Insulation blocking Birdsmouth 5 1/2"Rafters,see roof framing plan 12See plan Roof Sheathing See trim detail for roof sheathing over hang Top plate(s) See wall detail CCBBAA Rafters,see roof framing plan Birdsmouth Wall FF Sub-Fascia Sub-Fascia Fascia cut Soffit cut Fascia cut Soffit cut Varies See Plan Overhang per plan Post Fascia cut Soffit cut © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:07 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 12 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 6/14/2018, drawn by ACJ ANCHOR BOLTS SEE FOUNDATION PLAN CONCRETE FOOTING - SEE FOUNDATION PLAN FOR SIZE UNDISTURBED SOIL, CONFIRM BEARING - SEE FOUNDATION PLAN MAINTAIN 2" VENT PATH IF THE ROOF IS VENTED SEE FOUNDATION PLAN SILL SEALER (REQUIRED) ALL WOOD MIN 6" FROM SOIL OR ORGANIC MATTER, 9" RECOMMENDED FOUNDATION DRAINS AND SITEWORK AS IS APPROPRIATE TO CLIMATE AND SOIL CONDITIONS VAPOR BARRIER AT INTERIOR EXTERIOR SIDE OF FRAMING *3 RESPONSIBILITY FOR THERMAL AND MOISTURE DESIGN LIES WITH THE BUILDER AND/OR HOMEOWNER. IF THESE DETAILS, IN COMBINATION WITH BUILDER- PROVIDED SPECIFICATIONS AND MANUFACTURER'S CUT SHEETS ARE INSUFFICIENT FOR PERMITTING , CONTACT ARTFORM HOME PLANS @ 603-431- 9559 TO HAVE DETAILS ADJUSTED PER YOUR MARK-UP. NOTE THAT SPRAY FOAM INSULATION PERFORMS THE SAME FUNCTION AS THE OPTIONAL SEALANTS SHOWN HERE. *1 OPTIONAL SEALANTS AND ADHESIVES ARE RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE. *2 OPTIONAL EXTERIOR INSULATION IS RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE. *3 PROVIDE VAPOR BARRIER APPROPRIATE TO CLIMATE AND TO SELECTED INSULATION. LOCATE VAPOR BARRIER WITHIN WALL ASSEMBLY AS IS APPROPRIATE TO CLIMATE. BUILDER TO PROVIDE SPECIFIC MATERIAL CHOICES ON SEPARATE SPECIFICATIONS SHEET. *4 OPTIONAL FOUNDATION INSULATION IS RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE. IF EXTERIOR INSULATION IS SELECTED PROVIDE PROTECTION FROM WEATHER DAMAGE, INSECTS, ETC AS IS APPROPRIATE TO CLIMATE AND BUILDING SITE. IF INTERIOR FOUNDATION INSULATION IS CHOSEN, PROVIDE FIRE PROTECTION WHERE APPROPRIATE. *5 OPTIONAL UNDERSLAB INSULATION IS RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE . COORDINATE HEIGHTS WITH MECHANICAL, FOUNDATION AND FRAMING TO ENSURE CODE CLEARANCE WHERE BASEMENT SPACE IS HABITABLE. *6 FINISHING OF EAVES MAY VARY - SEE PROJECT DETAILS. *7 DOUBLE SILL PLATE IS OPTIONAL IF BASMENT IS NOT HABITABLE. DOUBLE SILL IS INTEGRAL PART OF DESIGN WHERE BASEMENT IS HABITABLE, PARTICULARLY IF UNDER SLAB INSULATION IS INSTALLED. DESIGN ASSUMES 8 FOOT FORMS ACHIEVING 7'-10" POUR. OPTIONAL EXTERIOR FOUNDATION INSULATION *4 NOTES: OR EXT. GRADE SHEATHING OVER RAFTERS TRIM BOARD ROOFING OVER ROOFING UNDERLAYMENT WINDOW (2) 2X HEADER, TYPICAL - SEE HEADER SCHEDULE RIM JOIST WINDOW FLASHING: FOLLOW WINDOW MANUFACTURER'S INSTRUCTIONS FOR WINDOW INSTALLATION FOR WIND LOAD AT THIS PROJECT 12 SEE PLAN ROOFING OVER 3 1/2" ALUM. DRIP EDGE OPTIONAL SEALANT *1 OPTIONAL CONTINUOUS SEALANT AT BOTTOM OF GYP BD *1 RAFTERS OPTIONAL GUTTERS TRIM BOARDS *6 EAVES VARY - SEE EAVE DETAILS FOR STRUCTURAL INFO AND FOR RELATIONSHIP OF RAFTERS TO SOLE PLATE OR TOP PLATE OPTIONAL INTERIOR FOUNDATION INSULATION *4 SLOPE GRADE FROM HOUSE INTERIOR FINISH RAFTER INSULATION DOUBLE TOP PLATE OPTIONAL ADHESIVE *1 EXTERIOR SHEATHING SIDING OPTIONAL EXTERIOR INSULATION *2 HOUSEWRAP WITH DRAINAGE PLANE FINISHED FLOOR INTERIOR SUBFLOOR, GLUED AND SCREWED (INCLUDING AT RIM) JOISTS - SEE STRUCTURAL DRAWINGS RIM INSULATION - FILL CAVITY TO FLUSH WITH INSIDE OF FOUNDATION (2) 2X6 SILL PLATES, PT AGAINST CONCRETE *7 SUBFLOOR, GLUED & SCREWED FINISHED FLOOR (OPTIONAL) 6 MIL POLYETHYLINE VAPOR BARRIER OPTIONAL UNDER-SLAB INSULATION *5 CONCRETE SLAB 1/2" GYP BD ON OPTIONAL 1X STRAPPING OPTIONAL ADHESIVE *1 2X6 WOOD STUDS @ 16" OC EXTERIOR WALL INSULATION 1/2" GYPSUM BOARD INSULATE REMAINING WALL CAVITY AT HEADERS RIM INSULATION, MINIMUM DEPTH TO FLUSH WITH INSIDE OF WALL FRAMING 2x INSULATION STOP RIM INSULATION, MIN DEPTH TO FLUSH WITH INSIDE OF FRAMING PROVIDE CODE REQUIRED FIRE PROTECTION AT ALL SPACES OF SUFFICIENT SIZE AND WITH SUFFICIENT ACCESS (FULL HEIGHT DOOR) TO BE HABITABLE OPTIONAL ADHESIVE *1 OPTIONAL ADHESIVE *1 OPTIONAL SEALANT *1 OPTIONAL ADHESIVE *1 RIM FOUNDATION COATING CONCRETE WALL KEY OR PIN - SEE FOUNDATION PLAN NOT SHOWN: ICE & WATER SHIELD WHERE APPROPRIATE TO CLIMATE Thermal and Moisture ONLY 1½"=1''-0" 1 ½"=1 ''-0 " ROOFING OVER 3 1/2" ALUM. DRIP EDGE RESPONSIBILITY FOR THERMAL AND MOISTURE DESIGN LIES WITH THE BUILDER AND/OR HOMEOWNER. IF THESE DETAILS, IN COMBINATION WITH BUILDER- PROVIDED SPECIFICATIONS AND MANUFACTURER'S CUT SHEETS ARE INSUFFICIENT FOR PERMITTING , CONTACT ARTFORM HOME PLANS @ 603-431- 9559 TO HAVE DETAILS ADJUSTED PER YOUR MARK-UP. NOTE THAT SPRAY FOAM INSULATION PERFORMS THE SAME FUNCTION AS THE OPTIONAL SEALANTS SHOWN HERE. *1 OPTIONAL SEALANTS AND ADHESIVES ARE RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE. *2 OPTIONAL EXTERIOR INSULATION IS RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE. *3 PROVIDE VAPOR BARRIER APPROPRIATE TO CLIMATE AND TO SELECTED INSULATION. LOCATE VAPOR BARRIER WITHIN WALL ASSEMBLY AS IS APPROPRIATE TO CLIMATE. BUILDER TO PROVIDE SPECIFIC MATERIAL CHOICES ON SEPARATE SPECIFICATIONS SHEET. *4 OPTIONAL FOUNDATION INSULATION IS RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE. IF EXTERIOR INSULATION IS SELECTED PROVIDE PROTECTION FROM WEATHER DAMAGE, INSECTS, ETC AS IS APPROPRIATE TO CLIMATE AND BUILDING SITE. IF INTERIOR FOUNDATION INSULATION IS CHOSEN, PROVIDE FIRE PROTECTION WHERE APPROPRIATE. *5 OPTIONAL UNDERSLAB INSULATION IS RECOMMENDED FOR ADVANCED ENERGY PERFORMANCE . COORDINATE HEIGHTS WITH MECHANICAL, FOUNDATION AND FRAMING TO ENSURE CODE CLEARANCE WHERE BASEMENT SPACE IS HABITABLE. *6 FINISHING OF EAVES MAY VARY - SEE PROJECT DETAILS. *7 DOUBLE SILL PLATE IS OPTIONAL IF BASMENT IS NOT HABITABLE. DOUBLE SILL IS INTEGRAL PART OF DESIGN WHERE BASEMENT IS HABITABLE, PARTICULARLY IF UNDER SLAB INSULATION IS INSTALLED. DESIGN ASSUMES 8 FOOT FORMS ACHIEVING 7'-10" POUR. VAPOR BARRIER AT INTERIOR EXTERIOR SIDE OF FRAMING *3 OR NOTE: Thermal & Moisture detail is not a StructuralSection to built form. It is here to serve as an aid forbuilder to call out their insulation R-Values andInsulation types. Heel of truss may differ slightlyfrom this detail. Truss design governs, builder tofully insulate to the blocking betw een trusses atexterior edge. Follow Manufacturers instructions forinsulation and installation of trusses. VAPOR BARRIER AT INTERIOR EXTERIOR SIDE OF FRAMING *3 OR Top of Carriage (C) Scale: 1" = 1'-0" Notes: · See plans for locations where shear panels are required. · Details shown here are for one method and for typical conditions. An alternate shear method allowed per code or approved by the code officer may be substituted. · If the method at left is used at Garages where width of panel is 20" or more, wall height may be 10 ft as shown in detail at left. Where panel width is 18"-20", wall height may be 9 ft. Where panel is 16"-18", wall height may be 8 ft. Where panel is less, consult architect for additional design. · If the method at left is used, increase foundation wall height at front and for 2 ft along wall returns as required to meet maximum wood stud wall heights, and extend sheathing and siding in front of wall to achieve desired aesthetics. Untreaded wood may not be in direct contact with concrete - use treated wood or provide a barrier, such as a rubber membrane or felt paper. · Note that if sheathing is to be used as wall bracing all vertical joints in required braced wall panels must be blocked. [2015 IRC with MA amendments section R602.10.10] Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A) Scale: 1" = 1'-0" ¼"=1''-0" 1"=1'-0" Shear Wall Details Not to Scale Ideally - Insulate corner prior to sheathing. Minimum - seal all wood joints prior to sheathing. Top of Carriage (C) Scale: 1" = 1'-0" Notes: · See plans for locations where shear panels are required. · Details shown here are for one method and for typical conditions. An alternate shear method allowed per code or approved by the code officer may be substituted. · If the method at left is used at Garages where width of panel is 20" or more, wall height may be 10 ft as shown in detail at left. Where panel width is 18"-20", wall height may be 9 ft. Where panel is 16"-18", wall height may be 8 ft. Where panel is less, consult architect for additional design. · If the method at left is used, increase foundation wall height at front and for 2 ft along wall returns as required to meet maximum wood stud wall heights, and extend sheathing and siding in front of wall to achieve desired aesthetics. Untreaded wood may not be in direct contact with concrete - use treated wood or provide a barrier, such as a rubber membrane or felt paper. · Note that if sheathing is to be used as wall bracing all vertical joints in required braced wall panels must be blocked. [2015 IRC with MA amendments section R602.10.10] Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A) Scale: 1" = 1'-0" ¼"=1''-0" 1"=1'-0" Shear Wall Details Not to Scale Ideally - Insulate corner prior to sheathing. Minimum - seal all wood joints prior to sheathing. © 2008-2018 Art Form Architecture 603.431.9559 Brickle Petite 6-8 Martin Lane Salem, MA AFHP Design # 899.124.v2 \\afdiskstation\AFA StaffAccess\-Home Designs\Current\Brickle Petite 899\.v2 - Walkout; Garage Slab Flush\CD 899.124.v2 GL 2201 Brickle Petite - 6-8 Martin Lane.layout6/14/2018 4:09:08 PMfor construction only at: 6-8 Martin Lane, Salem, MA by or for Bartlett & Steadman Co., Inc. Issued for: Construction C h a n ges L og If yo u 'r e n a m e isn 't at th e to p o f th is list, yo u m a y no t m ake chan g e s. 6 -4 -2 0 1 0 Alle n 6 -8 -2 0 1 0 Allen=Ad d e d Sta ir D e ta ils 7 -1 3-2 0 10 We n d y - e d ite d stru ct notes - IRC 2 009 Your use of these drawings constitutes an acceptance of responsibility as outlined in "Dear Code Officer" on the first page of these drawings, and on our web site: http://www.artformhomeplans.com/TermsConditions.a5w If you have any concerns or questions, please feel free to contact us. We are happy to clarify matters that fall within our scope, as listed on the first page. We can also often provide affordable support for issues that are your responsibility, such as energy design/calcs, or additional detailing. 13