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CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street (1)1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ ¼"= 1' Scale Heat Detector CC SDSD Smoke Detector Exterior walls 2x6 wood stud Interior walls 2x4 wood stud, unless noted otherwise Wall Keys 22 66 2x wood studs on the flat 2x6 wood stud wall, 16" oc Wall Types 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 Dimensions 1.Dimensions are to face of stud, unless noted otherwise. 2.Closets are 24" clear inside, unless dimensioned otherwise. Square Footages 1.Sq ft numbers are interior to room for use in calculating finishes. 2.Cabinets and fixtures not subtracted. 3.Add for doorways when floor finishes run through. Notes 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, carbon monoxide, and heat detectors where shown and 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. 7.Compliance with code requirements for rooms size and clearances, (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. 8.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. General Design 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, 100 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. Center - Place door or window centered on wall Field locate for plumbing or mechanical Verify size of fixture or appliance Adjust dimensions to accommodate D/WREF.3068 D13-2468 D11-3068 D09-28687344 W04 @ 86.25W03 @ 86.25W05 @ 86.254468W09 @ 86.25 D15-6068 W06 @ 86.25 D01-1868 W01 @ 80.25 1111 222211'-7 1/4"2'-7"1'-1 1/2"12'-8 1/4"2'-7"10"5'-4"7'-6"3'-11"7'-6 3/4"6'-2 1/2"6'-3 1/2"4'-0 1/4"4'-0"8'-4"3'-5 1/2"4'-9 1/2"5'-8"4'-0"28'-0"6"3'-6"16'-3"5'-9 1/2"5'-11 1/2"28'-0"7'-0"7'-4"4'-8 1/2"8'-11 1/2"8'-8"12'-0"7'-4" 5'-1 1/2"8'-5"14'-5 1/2" 28'-0" 10'-2"7'-4 1/2"2'-7"3'-7 1/4"4'-3 1/4" 28'-0" 3'-5"2'-11"3'-8" 6"8'-0"6" 17'-2"9'-0"1'-10"32'-0"12'-0"4'-2"1'-6"11"2'-5"2'-7 1/2"3'-9" 2'-5"3'-10 1/2" 10"3'-5 1/2" Division between Kit & Dine is arbitrary. See GC for flooring quantities. FF VV Trimmed Opening with Half Wall & Columns Optional GasFireplace w/MantelSTAIRS UP TO 2nd FLOOR: 14 Equal Risers @ 7 5/8" +/- 12 Treads @ 10" each, as measured nose to nose 2 Landings Dn Up Note: Where doors are not dimensioned, common sense & graphic placement govern. Dark square indicates Post in Wall or Column Dining 15'-10" x 10'-11" 188 sq ft Kitchen 11'-2" x 13'-6" 150 sq ft Post Dimensions Bearing wall Bearing wall Living 17' x 13'-2" 223 sq ft Lav 23 sq ft Entry 35 sq ftPost Dimensions1 0 1 2 3 4 First Floor Plan Porch 36 sq ft Hall 5' x 3'-4" 17 sq ft Opt Built-In Deck 143 sq ft Clos 5 sq ft Living Area this Floor: 784 sq ft 8ft Finished Ceiling Height SDSD COCO 22 22 NOTE TO HOMEOWNER: These construction plans ARE ONLY a part of your construction contract with your builder, if 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. Window head (frame) off sub-floor, Typical At kitchens, always double check clearance to selected backsplash, confirm cabinet placement and center window on sink Trimmed openings are not on door schedule, and sizes are approximate. Adjust to fit trim and/or balance trim with exposed wall. Stairs location TBD Optional IslandVerify Size and location of Deck Ptry Landing Landing Sca le : 1 "= 1 " AFHP CD Commons 19.2 X11 - IRC 2015 - MASS Dear Code Officer, 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 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, Permissible uses of these drawings: 1.All activities associated with construction at the listed address. 2.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: 1.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. 2.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, as it is stealing or enabling theft of "intellectual property". Making modifications to plans, even significant ones, does not change this, under copyright law, that's considered "derivative works". 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. © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA With these drawings a copyright license is granted for a single construction only at 10 Cedarview Street, Salem, MA by or for McNiff Builders, 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. 1 AFHP Design # 429.120.v3 SR M arkey Prime //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:28:59 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc 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. Issued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, 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 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. 8.Minimum w indow sill height: IRC 2015 requires that floor window sills be 24" from floor. Confirm bottom of window opening relative to frame. Conform to IRC 2015 R312.1. 1/4"=1''-0" D07-2868 W07 @ 86.25W06 @ 86.25W06 @ 86.25 D12-2468 D08-2868 D14-5468D03-2068D02-2068D08-2868D04-2468 W02 @ 66.25W08 @ 86.25 W08 @ 86.25 D04-2468W01 @ 66.251111 2222 3'-10 1/2"2'-5"5'-9 3/4"3'-5"2'-11"4'-3"1'-2"3'-5"9 1/2" 5'-0"28'-0"28'-0" 6'-10"4'-0"2'-9"2'-9"4'-0"7'-8"14'-6 1/2"1'-8 1/2"11'-9"28'-0"10'-7"4'-7"1'-7"11'-3"6'-4"7'-8"2'-2 1/4"5'-5 3/4"6'-4" 28'-0"3'-5 1/2"5'-0"4'-1"7'-9 1/4"8'-1 1/2"5'-9 3/4"2'-5"11'-7 1/4"16'-4 3/4"17'-8 1/4"10'-3 3/4" Down FF AA VV VV SDSD SDSD SDSD COCO Bdrm 10' x 10'-11" 109 sq ft Bdrm 10'-10" x 10'-1" 109 sq ft M Bdrm 15'-4" x 12' 184 sq ft M Clos 7'-3" x 4'-3" 30 sq ft Hall 53 sq ftSDSD Laundry 17 sq ft Clos 6 sq ft Clos 7 sq ft 22 1 0 1 2 3 4 Second Floor Plan Living Area this Floor: 784 sq ft 8ft Finished Ceiling Height Post DimensionsPost Dimensions Ceiling break line - changes from sloped to flat Note: Where doors are not dimensioned, common sense & graphic placement govern. Window head (frame) off sub-floor, Typical Dark square indicates Post in Wall or Column No casing on inside Landing Bath 5'-5" x 8' 42 sq ft M Bath 7'-7" x 8'-7" 63 sq ft DOOR SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT TYPE COMMENTS D01 1 1 1868 L IN 20 "80 "HINGED D02 1 2 2068 L IN 24 "80 "HINGED D03 1 2 2068 R IN 24 "80 "HINGED D04 2 2 2468 R IN 28 "80 "HINGED D05 1 0 2868 L EX 32 "80 "HINGED D07 1 2 2868 R IN 32 "80 "HINGED D08 2 2 2868 L IN 32 "80 "HINGED D09 1 1 2868 L IN 32 "80 "HINGED D10 1 0 3068 R EX 36 "80 "HINGED D11 1 1 3068 R EX 36 "80 "HINGED D12 1 2 2468 L 28 "80 "POCKET D13 1 1 2468 L 28 "80 "POCKET D14 1 2 5468 L/R 64 "80 "4 DR. BIFOLD D15 1 1 6068 L EX 72 "80 "SLIDER WINDOW SCHEDULE NUMBER QTY WIDTH HEIGHT R/O EGRESS TEMPERED DESCRIPTION MANUFACTURER COMMENTS W01 2 23 1/2 "23 1/2 "24"X24"YES SINGLE AWNING PARADIGM W02 1 23 1/2 "23 1/2 "24"X24"SINGLE AWNING PARADIGM W03 1 47 1/2 "23 1/2 "48"X24"SINGLE AWNING PARADIGM W04 1 59 1/2 "23 1/2 "60"X24"SINGLE AWNING PARADIGM W05 1 47 1/2 "47 1/2 "48"X48"DOUBLE CASEMENT-LHL/RHR PARADIGM W06 3 38 "61 1/2 "38 1/2"X62"YES DOUBLE HUNG PARADIGM W07 1 38 "61 1/2 "38 1/2"X62"YES DOUBLE HUNG PARADIGM W08 2 76 "61 1/2 "76 1/2"X62"YES 2X DH PARADIGM W09 1 114 "61 1/2 "114 1/2"X62"3X DH PARADIGM 10 : 12 10 : 12 5 : 125 : 129"1'-0" 1'-0"9"6"6"6"9"1'-0"1'-0" 6"9"Roof Plan 1 0 1 2 3 4 Dimensions measured to face of sheathing, typ. Line of wall below In case of conflict exterior trim alignment takes precedence over overhang dimensions © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc 2 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:28:59 PMIssued for: Construction 603.431.9559 for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, 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 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 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 NR NR NR NR 6 @ 28 NR NR NR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 Structu ra lNotes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. 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 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 NR NR NR NR 6 @ 28 NR NR NR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 Str u ctu ralNotes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. 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 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 NR NR NR NR 6 @ 28 NR NR NR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. D10-3068 D05-2868 1111 222211'-7 1/4"2'-7"1'-1 1/2"12'-8 1/4"3'-6"3'-11"7'-6 3/4"6'-2 1/2"2'-0"4'-3 1/2"4'-0 1/4"28'-0"7'-0"9'-8 1/2"11'-3 1/2"10'-8"19'-5 1/2"8'-6 1/2" 4'-8"3'-2 1/2" 8"11'-7 1/4"2'-7"1'-1 1/2"12'-8 1/4"5'-0"5'-0"9'-8" 5'-0 1/2"22'-11 1/2" 8'-0"2'-4" 28'-0"16'-8 1/2"11'-3 1/2"3'-5 1/2"8'-4"3'-9 1/2"8"3'-3"10" 3'-2" 28'-0"3'-2"28'-0"FF STAIRS UP TO 1st FLOOR: 14 Equal Risers @ 7 7/16" +/- 12 Treads @ 10" each, as measured nose to nose 2 Landings Guards required, GC option Walls or Railings 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. Unfinished Basement 634 sq ft Up Mech 62 sq ft SDSD COCO 20" Precast Bell or Poured Footing to frost with 8" Sonotube, Typ. Foundation Plan Structure designed for Snow Load of 50 psf Ceiling Height may vary: 8ft forms 6x6 PT Posts shown under Deck & Porch, can be 4x4 PT for posts less than 48" in height. Consult Artform for decks higher than 8 ft off grade. 66 66 66 Post DimensionsPost Dimensions Post DimensionsPerimeter Footing to frost, 28ft chart typical, unless noted otherwise Local building or energy codes may require insulation at basement walls and/or slab. GC should consult local officials. For finished basements with Energy Star, reduce stair width to 36", furr and insulate at walls 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. Beam Pocket, Typ. Line of Hang Down Beam Above, Typ. 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. 1 0 1 2 3 4 Verify Size and location of Deck 2'-0" x 2'-0" x 1'-0" Footing with (4) #4 E.W. Bott., typical, unless noted otherwise 3 1/2" OD concrete filled pipe post typical for interior Basement posts, unless noted otherwise 3'-0" x 3'-0" x 1'-0" Footing with (5) #4 E.W. Bott. 3'-6" x 3'-6" x 1'-0" Footing with (6) #4 E.W. Bott. 2'-6" x 2'-6" x 1'-0" Footing with (4) #4 E.W. Bott. 2-0" x 3'-2" x 1'-0" Footing with (4) #4 E.W. Bott. Landing 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 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 @ 139 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37NRNR NRNR6 @ 28NR6 @ 31 NRNR6 @ 246 @ 316 @ 28MINIMUM VERTICAL REINFORCEMENT FOR 10-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 CL601045678NRNRNRNRNRNR6 @ 28NR NRNR6 @ 286 @ 28106 @ 33 6 @ 28 6 @ 216 @ 28 6 @ 23 6 @ 179 NR NRNR NR NRNRFoundation 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 locationStructuralNotes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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" 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, 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes:1.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, TJI indicates wood I-joists as manufactured byTrusJoist. 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 subfloor glued and screwed. 7.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MAAmendments Section R403.1.6, it shall consist of minimumsize 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers ata maximum of 72" oc for two stories or 48" oc for more thantwo stories, max of 12" from each corner, min of 2 bolts perwall. Anchor bolt shall extend 7" into concrete or grouted cellsof concrete masonry units. Be aware that a garage under maybe counted by your code officer as a story. Additionalanchorage may be required at braced walls.5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes:1.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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured byTrusJoist. 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 subfloor glued and screwed. 7.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. Typical Basement Post Not to Scale ½"= 1 ' Scale 1 "= 1 ' Scale 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" 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 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 NR NR NR NR 6 @ 28 NR NR NR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 Structural Notes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. 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 @ 139 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48NRNR NRNR6 @ 35NR NRNR6 @ 28MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37NRNR NRNR6 @ 28NR6 @ 31 NRNR6 @ 246 @ 316 @ 28MINIMUM VERTICAL REINFORCEMENT FOR 10-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 CL601045678NRNRNRNRNRNR6 @ 28NR NRNR6 @ 286 @ 28106 @ 33 6 @ 28 6 @ 216 @ 28 6 @ 23 6 @ 179NRNRNRNRNRNRFoundation 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 locationStructuralNotes - 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 all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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 all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 10" wall 9 ft ht, 8" wallTYPICAL PERIMETER FOUNDATION WALL:· 8" 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 all sill plates or straps must secure all sill plates. TYPICAL PERIMETER FOOTING: 1 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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" wallTYPICAL PERIMETER FOUNDATION WALL:· 8" poured concrete, 10 ft forms, min 9'-10" finished, withtotal 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 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 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 PSF. 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" 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) 14" LVL:· 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(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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes:1.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, TJI indicates wood I-joists as manufactured byTrusJoist. 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.Provide blocking in the floor at structural points. Blocking maybe 2x's or solid, but must have grain of wood vertical.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 lateral load connection required see IRC 2015 SectionR507.2.410.Wherever beams are noted as Flush framed, install joisthangers at all joists, sized appropriately for the membersbeing connected. 11.Support the lower end of roof beams via minimum 2"horizontal bearing on a post, ledger or via an appropriatelysized and configured hanger.12.Post caps required at all beam splicing locations, as well asany wood support locations with a bearing length of less than3" and any concrete support locations with a bearing length ofless than 4".13.Hangers, post caps, ties and other connectors shall be asmanufactured by Simpson Strong Tie, as designed to connectthe members shown, and shall be installed permanufacturer's instructions.Prefabricated Wood Trusses1.Where trusses are indicated on the drawings, truss designshall be provided by truss manufacturer.2.Trusses shall be designed in accordance with applicableprovisions of the latest edition of the National DesignSpecifications for Wood Construction (NDS), American Forstand Paper Association (APA), and Design Specifications forMetal Plate Connected Wood Trusses (ANSI/TPI 1), TrussPlate 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. 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 anchorage to comply with IRC 2015 w/MAAmendments Section R403.1.6, it shall consist of minimumsize 1/2" diameter anchor bolts with 3/16" x 2" x 2" washers ata maximum of 72" oc for two stories or 48" oc for more thantwo stories, max of 12" from each corner, min of 2 bolts perwall. Anchor bolt shall extend 7" into concrete or grouted cellsof concrete masonry units. Be aware that a garage under maybe counted by your code officer as a story. Additionalanchorage may be required at braced walls.5.Foundation reinforcing steel is to be installed in accordancewith all applicable provisions of IRC 2015 Section 404.1.3.2Wood Framing Notes:1.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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured byTrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing wallsallowed, shall lap a min 3" over walls and shall be nailedtogether with a minimum of (3) 10d face nails. Also permittedis a wood or metal splice with strength equal to or greaterthan that provided by the nailed lap.8.Per code R802.3.2 Ceiling joists splicing over bearing walls isallowed, shall lap a min 3" or butted over bearing partitions orbeams and toenailed to the bearing member. Where ceilingjoists are used to provide resistance to rafter thrust, lappedjoists shall be nailed together in accordance with TableR802.5.1(9), and butted joists shall be tied together in amanner to resist such thrust. Joists that do not resist thrustshall be permitted to be nailed together in accordance withTable R602.3(1).9.Provide blocking in the floor at structural points. Blocking maybe 2x's or solid, but must have grain of wood vertical.10.All wood permanently exposed to the weather, in contact withconcrete or in contact with the ground shall meet coderequirements for wood in these environments.11.Deck ledgers shall be securely attached to the structure and/or independently supported. Deck lateral load connectionrequired see IRC 2015 Section R507.2.412.Wherever beams are noted as Flush framed, install joisthangers at all joists, sized appropriately for the membersbeing connected. 13.Support the lower end of roof beams via minimum 2"horizontal bearing on a post, ledger or via an appropriatelysized and configured hanger.14.The ends of each joist, beam or girder shall have not lessthan 1.5" of bearing on wood or metal and not less then 3" onmasonry or concrete except where supported on a 1" x 4"ribbon strip and nailed to the adjacent stud or by the use ofapproved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. 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 ' Sca le 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 other conforming plate © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 3 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:02 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Issued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ W09 @ 86.25 W06 @ 86.25 W09 @ 86.25 W01 @ 80.25 D11-3068 W09 @ 86.25 W07 @ 86.25W06 @ 86.25W06 @ 86.25 D11-3068 W09 @ 86.25 30'-8"2'-8"28'-0"7 1/4" Adjust Window Ht so the space between the window sill and roof is no less than 4" and no more than 8" Top of 1ST Floor Sub-Floor Not shown - number of steps may vary - handrail may be required per code.Front Elevation 1 x 4 Shadow Board, Typical 1 x 10 Frieze Board, Typical 1 x 8 Rake, Typical 3 1/2" Window Trim on all windows Door style may varyStructural column with decorative cover 7" Door & Window Lintel, Typ.Cladded Porch Beam Note - Actual grade level may vary. Where zoning height restrictions apply, builder shall verify conformance. Manual markup of drawings to demonstrate compliance is recommended. NOTE: See Roof Plan for roof pitches and overhangs Window head (frame) off sub-floor, Typical Top of Ridge Grade 8" Corner Boards W09 @ 86.25 W06 @ 86.25 W09 @ 86.25 W01 @ 80.25 D11-3068 W09 @ 86.25 W07 @ 86.25W06 @ 86.25W06 @ 86.25 D11-3068 W09 @ 86.25 W04 @ 86.25 W01 @ 66.25 W04 @ 86.25 Typical Step down Deck Detail Attached to Wood Wall (see detail) Right Elevation Structural column with decorative cover 3 1/2" Window trim on all windows Foundation steps and/or use of cripple walls may be added to suit grade. Trim - nominal 1x6 NOTE: See Roof Plan for roof pitches and overhangs Window head (frame) off sub-floor, Typical Cladded Porch Beam 8" Corner Boards W04 @ 86.25 W01 @ 66.25 W04 @ 86.25 7 1/4"1 3/4"4 1/4"1 3/4"5'-2"7/8"8"10" Column Detail Note: Dimensions are approximate, builder may exercise some latitude © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 4 AFHP Design # 429.120.v3 SR for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:02 PMIssued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ7'-10"3"9 1/4"4"19'-8 5/8"5'-1"1'-11 1/2"7'-0 1/2"10"8'-1 1/8"8'-7"3/4"2'-1 3/4"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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. ¼"=1''-0"Assumed pour from 8 ft formsDouble Sill Window Story Pole Scale ¼"=1'-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. ¼"=1''-0" Window Story Pole Scale ¼"=1'-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. ¼"=1''-0" Window Story Pole Scale ¼"=1'-0" 8ft 1st Floor, 8ft Basem ent2x10 1st & 2nd Floor 9ft 1st Floor, 8ft Basement2x10 1st & 2nd Floor 9ft 1st Floor, 9ft Basement 2x10 1st & 2nd Floor (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. ¼"=1''-0" Window Story Pole Scale ¼"=1'-0" 8ft 1st Floor, 9ft Basement 2x10 1st & 2nd Floor (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" 9ft 1st Floor, 8ft Basement11 7/8" I-Joists 1st & 2nd Floor¼"=1''-0"9ft 1st Floor, 8ft Basement11 7/8" I-Joists 2nd Floor Only¼"=1''-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" 9ft 1st Floor, 8ft Basement 11 7/8" I-Joists 1st Floor Only¼"=1''-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" 9ft 1st Floor, 9ft Basement 11 7/8" I-Joists 1st & 2nd Floor ¼"=1''-0" 9ft 1st Floor, 9ft Basement 11 7/8" I-Joists 2nd Floor Only ¼"=1''-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" 9ft 1st Floor, 9ft Basement 11 7/8" I-Joists 1st Floor Only ¼"=1''-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" (2) 2x10 Header Sill Delta, see notes Fin Floor to Opening, min 2'-0" Purpose 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 2¾" to 4" in most brands. Confirm Sill Delta with window manufacturer. Dimensions shown apply to typical Double Hung windows. Manually adjust dimensions where alternate brand/type chosen and/or planned foundation or framing height differ from these drawings. Window Story Pole Scale ¼"=1'-0" 9ft 1st Floor, 8ft Basement 2X12 1st Floor Only ¼"=1''-0" D15-6068 W06 @ 86.25 W08 @ 86.25W08 @ 86.25 D15-6068 W06 @ 86.25 W08 @ 86.25 D05-2868 Rear Elevation Typical Step down Deck Detail Attached to Wood Wall (see detail) 3 1/2" Window Trim on all windows Foundation steps and/ or use of cripple walls may vary to suit grade. 6x6 PT Posts shown under Deck & Porch, can be 4x4 PT for posts less than 48" in height. Consult Artform for decks higher than 8 ft off grade. NOTE: See Roof Plan for roof pitches and overhangs Door styles may vary Window head (frame) off sub-floor, Typical 8" Corner Boards D15-6068 W06 @ 86.25 W08 @ 86.25W08 @ 86.25 D15-6068 W06 @ 86.25 W08 @ 86.25 D05-2868 W05 @ 86.25W05 @ 86.25 W03 @ 86.25 W05 @ 86.25 W02 @ 66.25 W05 @ 86.25 Left Elevation 3 1/2" Window trim on all windows 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. 6x6 PT Posts shown under Deck & Porch, can be 4x4 PT for posts less than 48" in height. Consult Artform for decks higher than 8 ft off grade. Structural column with decorative cover Window head (frame) off sub-floor, Typical Cladded Porch Beam 8" Corner Boards W05 @ 86.25W05 @ 86.25 W03 @ 86.25 W05 @ 86.25 W02 @ 66.25 W05 @ 86.25 © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 5 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:02 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Issued for: Construction 603.431.9559 for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ8'-1 1/8"10"8'-1 1/8"10"3"7'-10"6'-8"14'-0"14'-0" 28'-0"1'-1 1/4"7'-0"7'-0"Ceiling Height 9 1/4"Joist & 3/4" Subfloor 9 1/4"Joist & 3/4" Subfloor Top of Subfloor Top of Subfloor Ceiling Joist (2) 2x6 Sill (PT against Conc) Assumed Pour From 8' Forms (2) 2x Top Plates Perimeter Footing to frost (May not be graphically represented in some areas) (2) 2x Top Plates 2x Bottom Plate 2x Bottom Plate 4" Slab Floor Wall Height Edge of Framing Center of Ridge Edge of Framing (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters, typ.Joist Attached to Rafter Stacked Ridge Minimum Height Line of Stair clearance - 80" Min. required by code 1 Cross Section @ Front Gable Line of Stair clearance - 80" Min. required by code Unfinished Basement Entry Living M BdrmM Bath Attic 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. BBBB Local building or energy codes may require insulation at basement walls and/or under slab. GC should consult local officials. Clearances shown do not assume insulation under the basement slab. If that insulation is added to meet local energy codes, adjust stairs as needed, see Detail T2 for framing adjustment to gain addition headroom.6'-8"6'-8"Line of Stair clearance - 80" Min. required by code Line of Stair clearance - 80" Min. required by code Line of Stair Clearance Clearances shown do not assume insulation under the basement slab. If that insulation is added to meet local energy codes, adjust stairs as needed, see Detail T2 for framing adjustment to gain addition headroom. 3/4"1"3/4"3/4"7 3/4" 10" 11"1 1/2"Top of Carriage (C) Scale: 1" = 1'-0" 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 2x4 Wall framing Subfloor Ledger 7 5/8" +/- Typ Rise Top of Carriage (B) Scale: 1" = 1'-0" Typ Tread Detail shows assumptions used for framing plan RO Framer may adjust to suit different head support methods Blocking between stringers Top of Carriage (A) Scale: 1" = 1'-0" 1 "=1 '-0 " N o te s: · See p la n s for lo cations wh e re sh ear p a n els a re re q u ired . · D e ta ils sh own h e re a re fo r one m e th o d a n d fo r typ ica l co nditions. An alte rn a te she a r m ethod a llowe d per cod e o r app ro ve d b y the co d e officer m a y be substitu te d . · If th e m e th o d at le ft is u se d a t Gar a g e s where width of p ane l is 2 0 " or m ore , wall h eight m ay b e 1 0 ft a s sh own in d e ta il a t left. Whe re pan e l wid th is 18"-2 0", wall heigh t m ay b e 9 ft. Wh er e p a nel is 16"-1 8 ", wall h eight m ay b e 8 ft. Wh ere p a n el is less, consult architect fo r a d ditio nal design. · If th e m e th o d at le ft is u se d , in cr e a se fo u n dation wa ll h e ig h t a t fr o n t and for 2 ft a long wa ll re tu rn s as requ ire d to m e et m a xim u m wood stu d wall h eights, a n d exte n d sh e athing a n d sidin g in fr o n t o f wa ll to ach ie ve d esired ae sthetics. U n tre ade d wood m a y not be in dire ct co n ta ct with con cr e te - u se tr e a te d wo o d o r pr o vid e a b a rr ie r, su ch as a rub b e r m em b ra ne or fe lt pap e r. · N ote th at if shea th in g is to b e use d as wall bra cing a ll ve rtica l jo in ts in req u ire d br a ce d wall p ane ls m ust b e b lo cked . [201 5 IR C sectio n R 6 0 2 .1 0.10] S h e a r Wa ll D e tails N o t to Sca le Ideally - Insulate corner prio r to she a thing. M inimum - seal all wo o d joints prior to shea thing. 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" 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" 1 "=1 '-0 " No te s: · See pla n s for locations whe re sh e ar p a n e ls a re req u ired. · D e ta ils sh o wn h e re are fo r o ne m etho d a n d fo r typ ical co nditio ns. An a lte rna te she a r m e th od allowe d per cod e o r a ppro ve d b y the co d e o fficer m a y be su bstitu te d . · If the m e th o d a t le ft is u se d a t Ga ra g e s wh er e wid th o f p a nel is 2 0 " o r m or e , wa ll h e ig ht m a y b e 1 0 ft as sh o wn in d e ta il at left. Where p ane l wid th is 18"-2 0 ", wall h eight m ay b e 9 ft. Wh ere p a n el is 1 6"-1 8 ", wall h e ight m ay b e 8 ft. Wh e re p a n e l is less, co nsult a rchite ct for a d d itio n al d esig n. · If the m e th o d a t le ft is u se d , incre a se fo u n d ation wa ll h e ig h t a t fr o n t a nd for 2 ft a lo ng wa ll re tu rns a s re quir e d to m e e t m a xim u m wo od stu d wall h e ights, a n d e xte n d sh e athing an d siding in fro n t o f wa ll to a ch ie ve d e sire d aesthetics. Un tre a ded wo od m ay n ot b e in d irect co n ta ct with concre te - u se tr e a te d wo o d o r pr o vide a b a rrie r, such as a rub b e r m em bra n e or felt p ape r. · N o te th a t if sh eathin g is to b e u se d as wall b ra cing all ve rtica l jo in ts in requ ire d bra ce d wall p a nels m u st b e b lo cked . [201 5 IR C sectio n R6 0 2 .1 0.10] S h e a r Wa ll D e tails N ot to Scale Idea lly - Insulate corner prio r to sh e athing . M inimum - seal a ll wood jo ints prio r to she a thing.7'-4"6'-8"Line of Stair Clearance (Upper) Line of Stair clearance - 80" Min. required by code Line of Stair clearance - 80" Min. required by code 4'-0"4'-0" 8'-0"8'-1 1/8"3"2 Cross Section @ Porch Porch 20" Precast Bell or Poured Footing to frost with 8" Sonotube, Typ. Center of RidgeEdge of Framing (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters, typ. Joist Attached to Rafter Edge of Framing DD Top of 1ST Floor Sub-Floor Top of Porch Decking Ceiling Height DD 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 © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 6 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:03 PMIssued for: Construction 603.431.9559 for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ1/2"4 1/2"4 5/8"2 5/8"2"PT. DECK JOISTS POST STAND OFF POST CAP POST CAP & JOIST ATTACHMENT POST CAP POST STAND OFF ANCHOR BOLT CONCRETE FOOTING To below frost per code DECKING RAILING SYSTEM- CONFORM TO CODE REQUIREMENTS PT. BEAM TREATED POST 36" MINIMUMSIMPSON STRONG-TIE ACH WITH TWO H1'S 1 /2 "= 1 ' ScalePerpendicular Jo ists 2x10 Rim 2x12 Ledger 2x8 Deck Joist Top of 1st FL Subfloor 1/2" Diameter lag screws or through-bolts with washers (min. spacing and embedment length shall be per the manufacturer's recommendations.) Exterior Stud Wall Threshold carefully flashed and caulked to prevent water intrusion Continuous flashing extending past joist hanger Joist hanger Top of Ledger Board NOT SHOWN: Joist ends and bearing locations shall be provided with lateral restraint to prevent rotation. - Lateral restraint may be provided by joist hangers or blocking between joists. Their depth shall equal not less than 60% of the joists depth. - Lateral restraint may be provided at the rim joists, they shall be secured to the end of each joist with not less than (3) 10d nails or (3) No. 10 x 3-inch long wood screws. Decks are required to have a lateral load connection and may be built in accordance with Figure R507.2.3(1) - See Detail FIGURE R507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS Deck Ledger Attachment Detail for Step Down Scale: 1/2" = 1'-0" NOTE: hold down tension devices shall be installed in not less than 2 locations per deck, within 24 inches of each end of the deck. Each device shall have an allowable stress design capacity of not less than 1,500 lbs. 1/2"= 1' Sca leParallel Joists FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS Deck Ledger Attachment Detail for Step Down 1 /2 "= 1 ' ScalePerpendicular Joists 1/2"= 1 ' ScaleParallel Joists FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS NOTE: hold down tension devices shall be installed in not less than 2 locations per deck, within 24 inches of each end of the deck. Each device shall have an allowable stress design capacity of not less than 1,500 lbs. Top of Carriage (C)Scale: 1" = 1'-0"Top of Carriage (B)Scale: 1" = 1'-0"Top of Carriage (A)Scale: 1" = 1'-0"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 thecode 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. Wherepanel width is 18"-20", wall height may be 9 ft. Where panel is16"-18", wall height may be 8 ft. Where panel is less, consultarchitect for additional design.· If the method at left is used, increase foundation wall height at frontand for 2 ft along wall returns as required to meet maximum woodstud wall heights, and extend sheathing and siding in front of wall toachieve desired aesthetics. Untreaded wood may not be in directcontact with concrete - use treated wood or provide a barrier, such asa rubber membrane or felt paper.· Note that if sheathing is to be used as wall bracing all vertical jointsin required braced wall panels must be blocked. [2015 IRC sectionR602.10.10] 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 DetailsNot to Scale Ideally - Insulate corner prior to sheathing. Minimum - seal all wood joints prior to sheathing. Top of Carriage (C)Scale: 1" = 1'-0"Top of Carriage (B)Scale: 1" = 1'-0"Top of Carriage (A)Scale: 1" = 1'-0"1"=1'-0" 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. 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 thecode 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. Wherepanel width is 18"-20", wall height may be 9 ft. Where panel is16"-18", wall height may be 8 ft. Where panel is less, consultarchitect for additional design.· If the method at left is used, increase foundation wall height at frontand for 2 ft along wall returns as required to meet maximum woodstud wall heights, and extend sheathing and siding in front of wall toachieve desired aesthetics. Untreaded wood may not be in directcontact with concrete - use treated wood or provide a barrier, such asa rubber membrane or felt paper.· Note that if sheathing is to be used as wall bracing all vertical jointsin required braced wall panels must be blocked. [2015 IRC sectionR602.10.10]Shear Wall DetailsNot to Scale Ideally - Insulate corner prior to sheathing. Minimum - seal all wood joints prior to sheathing. © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 7 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:03 PMIssued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, 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 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 NR NR NR NR 6 @ 28 NR NR NR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. 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 10 456 7 8 NRNR 6 @ 35 NR NR NRNR 6 @ 29 NR 6 @ 35 NRNR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 10 456 7 8 NRNRNR NR NRNR 6 @ 28 NR NRNR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 Structu ra lNotes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. First Floor Framing Structure designed for Snow Load of 50 psf 1111 2222 3'-2 1/2" 8"3'-5"12'-0 1/2"9 1/2"12'-8 1/4"1'-1 1/2"2'-7"11'-7 1/4"3'-11"7'-6 3/4"6'-2 1/2"2'-0"4'-3 1/2"4'-0 1/4"12'-0"28'-0"4'-0"8'-8" 1'-0" 5'-0"5'-0" 1'-0"10'-8"1'-4"6"8'-0"6"3'-6"6"9'-0"1'-10" 4'-1 1/2"11'-7 1/4"2'-7"1'-1 1/2"12'-8 1/4"28'-0" 3'-2 1/2" 12'-0"28'-0"2X10 @ 16" OCFF 2x8 PT @ 16" OC Align Stairwell Framing with Wall FramingPost Dn & 4x4 Up 2X10 @ 16" OC2X10 @ 16" OC4x4 Up 2x10 PT @ 16" OCPT Ledger, typ. (2) PT 2x8 Below PT Ledger, typ. (2) PT 2x8 Below B6: (3) 2x10 - Under Note - Centerlines are to post locations, beam is to be slightly off center, align with wall framing above 2X10 @ 16" OCAssess clearance between bottom of beams and basement slab prior to framing. Flush frame beams if required to provide minimum of 81" clearance. NOTE: Window and door headers and the number of jack studs to support them shall comply with IRC 2015 Tables R602.7 (1) and R 602.7 (2) NOTE: Most headers need (2) Jack Studs, confirm correct stud number for Header selected. Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical.Post Dn 2X10 @ 16" OCLine of cabinets above B5: (2) 9 1/4" LVL - Under (Continuous, Do Not Splice) Line of Bearing Wall Above (2) 2X10 @ 16" OC6x6 PT Dn & Up 6x6 PT Dn & Up 6x6 PT Dn 6x6 PT Dn 6x6 PT Dn Post Dn & 4x4 Up Post Dn & 4x4 Up Post Dn Post Dn & 4x4 Up 1 0 1 2 3 4 Toilets above shown for reference. Review floor plans for additional plumbing. Provide plumbing bays or as required 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 45 6 7 8 NRNR 6 @ 35 NR NR NRNR 6 @ 29 NR 6 @ 35 NRNR 6 @ 21 6 @ 35 6 @ 29 10 6 @ 34 6 @ 22 6 @ 16 6 @ 27 6 @ 17 6 @ 13 9 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 45 6 7 8 NRNR NR NR NRNR 6 @ 28 NR NRNR 6 @ 28 6 @ 28 10 6 @ 33 6 @ 28 6 @ 21 6 @ 28 6 @ 23 6 @ 17 9 NR NRNR NR NR NR 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 Structura lNotes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes: 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes: 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 manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. 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 CL601045678NRNR6 @ 35NRNR NRNR6 @ 29NR6 @ 35 NRNR6 @ 216 @ 356 @ 29106 @ 34 6 @ 22 6 @ 166 @ 27 6 @ 17 6 @ 139 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 48 NR NR NR NR 6 @ 35 NR NR NR 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 @ 37 NR NR NR NR 6 @ 28 NR 6 @ 31 NR NR 6 @ 24 6 @ 31 6 @ 28 MINIMUM VERTICAL REINFORCEMENT FOR 10-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 CL601045678NRNRNRNRNRNR6 @ 28NR NRNR6 @ 286 @ 28106 @ 33 6 @ 28 6 @ 216 @ 28 6 @ 23 6 @ 179 NR NRNR NR NRNRFoundation 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 location Stru ctur a lNotes - 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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. 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.Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3.Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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, 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 Use Footing chart(s) below to 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 row for snow load shown on the structural plans. 3 Select a column for 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 PSF. Rebar is not required. Key or pin foundation wall to footing per code. 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 PSF. 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" 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, 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) 14" LVL: · 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 (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 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.1 Story + Basement2 Story + Basement3 Story + BasementWood Framing Notes:1.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 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, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 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 lateral load connection required see IRC 2015 Section R507.2.4 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.Post caps required at all beam splicing locations, as well as any wood support locations with a bearing length of less than 3" and any concrete support locations with a bearing length of less than 4". 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. 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 code requirements for frost protection. 3.All concrete shall have a minimum compressive strength of at least 3000 PSI at 28 days. 4.Foundation anchorage to comply with IRC 2015 w/MA Amendments 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. 5.Foundation reinforcing steel is to be installed in accordance with all applicable provisions of IRC 2015 Section 404.1.3.2 Wood Framing Notes:1.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 Lumber or Parallel Strand Lumber, respectively. Products used shall equal or exceed the strength properties for the size indicated as manufactured by TrusJoist. 4.When used, TJI indicates wood I-joists as manufactured by TrusJoist. 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.Per code R502.6.1 Floor joists splicing over bearing walls allowed, shall lap a min 3" over walls and shall be nailed together with a minimum of (3) 10d face nails. Also permitted is a wood or metal splice with strength equal to or greater than that provided by the nailed lap. 8.Per code R802.3.2 Ceiling joists splicing over bearing walls is allowed, shall lap a min 3" or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R802.5.1(9), and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed together in accordance with Table R602.3(1). 9.Provide blocking in the floor at structural points. Blocking may be 2x's or solid, but must have grain of wood vertical. 10.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. 11.Deck ledgers shall be securely attached to the structure and/ or independently supported. Deck lateral load connection required see IRC 2015 Section R507.2.4 12.Wherever beams are noted as Flush framed, install joist hangers at all joists, sized appropriately for the members being connected. 13.Support the lower end of roof beams via minimum 2" horizontal bearing on a post, ledger or via an appropriately sized and configured hanger. 14.The ends of each joist, beam or girder shall have not less than 1.5" of bearing on wood or metal and not less then 3" on masonry or concrete except where supported on a 1" x 4" ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. 15.Post caps where required are typically calculated by supplier using weights based on these framing plans. Contact Art Form if additional information is needed. 16.Hangers, post caps, post bases, 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. Notes: Beam & Joist Sizing 1.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 or joist sizes, types and/or spacing may not be reduced or alternates substituted without our express permission. 2.Walls intended to be bearing are labeled as such. This information is provided to aid code officer in understanding the framing. It does not indicate permission to add loads to those walls, or any other walls. 3.Framing is sized for normal residential conditions. Contact Artform if additional loads are anticipated, including but not limited to waterbeds, large fish tanks, indoor hot tubs, multiple framed soffits or coffers. 4.In states where the designer is a licensed architect, (NH, MA, ME, CT & 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. © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 8 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:05 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Issued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ Second Floor Framing Structure designed for Snow Load of 50 psf 1111 2222 3'-11"7'-6 3/4"6'-2 1/2"6'-3 1/2"4'-0 1/4"15'-9 1/2"5 1/2"3'-5"4'-4" 3'-5" 28'-0"28'-0"11'-7 1/4"2'-7"1'-1 1/2"12'-8 1/4"3'-6"2'-4"8'-0" B2: (3) 2x10 - Flush (shown) or Under (Continuous, Do Not Splice)2X10 @ 16" OC6x6 PT Dn FF B4: (2) 2x8- UnderToilets above shown for reference. Review floor plans for additional plumbing. Provide plumbing bays or as required 2X10 @ 16" OC2X10 @ 16" OCAlign Stairwell Framing with Wall Framing4x4 Dn 4x4 Dn 4x4 Dn Bearing wall Bearing Wall4x4 Dn & Up 4x4 Dn & Up 4x4 Dn B3: (2) 2x8- Under4x4 Dn & Up NOTE: Window and door headers and the number of jack studs to support them shall comply with IRC 2015 Tables R602.7 (1) and R 602.7 (2) NOTE: Most headers need (2) Jack Studs, confirm correct stud number for Header selected. Where beams are framed flush top, hold LVL down 1/4" to account for differential shrinkage, support joist with hangers as recommended by the manufacturer for the size of members and tributary loads-typical throughout 2X10 @ 16" OC2X8 @ 16" OC 6x6 PT Dn Line of Washer & Dryer above 1 0 1 2 3 4 Ceiling Framing Structure designed for Snow Load of 50 psf 1111 222211'-7 1/4"16'-4 3/4"28'-0"17'-8 1/4"10'-3 3/4" 28'-0"Joist Attached to RaftersAA FF Joist Attached to RaftersB1: (2) 14" LVL - Flush Bottom (Continuous, Do Not Splice)2X8 @ 16" OC 2X8 @ 16" OC4x4 Dn 4x4 Dn 4x4 Dn (6) 10 d nails, typical at all ceiling joist or rafter tie connections to rafters. 2X8 @ 16" OC 2X8 @ 16" OC 1 0 1 2 3 4 © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 9 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:05 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Issued for: Construction 603.431.9559 for construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ 1111 2222 2x10 Rafters 16" OC 2x10 Rafters 16" OC 2x10 Rafters 16" OC 2x10 Rafters 16" OC 2x12 Ridge2x8 Rafters @ 16" OC 2x8 Rafters @ 16" OCMinimum 1'-1 1/4" Stacked Ridge (See Detail)BB BB BB BB Roof Framing Provide Hurricane ties per code Structure designed for Snow Load of 50 psf DDDD NOTE: See Roof Plan for roof pitches and overhangs 1 0 1 2 3 4 See both Trim and Insulation details for additional information effecting framing DD 2" xJoist Birdsmouth Rafters,see roof framing plan 12 See plan Post Fascia cut Soffit cut Rafters,see roof framing plan Use Rafter Ties Birdsmouth See both Trim and Insulation details for additional information effecting framing 5 1/2" 12See plan Roof Sheathing See trim detail for roof sheathing over hang Top plate(s) See wall detail Optional Insulation blocking BB Sub-Fascia Fascia cut Soffit cut See both Trim and Insulation details for additional information effecting framing 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 © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 10 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:05 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Issued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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. 1/4"=1'-0" unless noted otherwise / Print @ 1:1 PDF created on: 12/9/2019, drawn by ACJ Top of Carriage (C) Scale: 1" = 1'-0" Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A) Scale: 1" = 1'-0" 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 section R602.10.10] 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" Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A) Scale: 1" = 1'-0" 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 section R602.10.10] 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" Top of Carriage (B) Scale: 1" = 1'-0" Top of Carriage (A)Scale: 1" = 1'-0"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 section R602.10.10] 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"Top of Carriage (B)Scale: 1" = 1'-0"Top of Carriage (A)Scale: 1" = 1'-0"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 thecode 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. Wherepanel width is 18"-20", wall height may be 9 ft. Where panel is16"-18", wall height may be 8 ft. Where panel is less, consultarchitect for additional design.· If the method at left is used, increase foundation wall height at frontand for 2 ft along wall returns as required to meet maximum woodstud wall heights, and extend sheathing and siding in front of wall toachieve desired aesthetics. Untreaded wood may not be in directcontact with concrete - use treated wood or provide a barrier, such asa rubber membrane or felt paper.· Note that if sheathing is to be used as wall bracing all vertical jointsin required braced wall panels must be blocked. [2015 IRC sectionR602.10.10]Shear Wall DetailsNot to Scale Ideally - Insulate corner prior to sheathing. Minimum - seal all wood joints prior to sheathing. © 2008-2019 Art Form Architecture 603.431.9559 Markey Prime 10 Cedarview Street Salem, MA 11 AFHP Design # 429.120.v3 SR //AFDISKSTATION/AFA StaffAccess/-Home Designs/Current/Markey 429/.120 Prime/429.120.v3 - No Garage/CD 429.120.v3 SR 2780 Markey Prime - 10 Cedarview Street.layout12/9/2019 1:29:06 PMfor construction only at: 10 Cedarview Street, Salem, MA by or for McNiff Builders, Inc Issued for: Construction 603.431.9559 Chan g e s Lo g If yo u 're nam e isn 't a t the top of th is list, yo u m ay n o t m a ke ch a n g es. 6 -4-2 0 10 Alle n 6 -8-2 0 10 Alle n =Ad d ed Stair D e ta ils 7 -13 -2 010 We n dy - e d ite d stru ct no te s - IR C 200 9 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.