Elevation "L" CHELSEA II DESIGN CRITERIA: 2012 International Residential Code with Georgia Amendments

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1 REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON 4400 North Point Pkwy., Suite 295 Atlanta, GA Office DESIGN CRITERIA: 2012 International Residential Code with Georgia Amendments Roof: Live Load = 20 psf Dead Load = 10 psf Floors: Live Load = 40 psf Dead Load = 10 psf Elevation "L" TYPE OF CONSTRUCTION Type V-B Residential Conventional Light-Frame Wood Construction Sprinklered OCCUPANCY CLASSIFICATION Single Family Home-Attached Wind Speed = 90 mph Max. Height = 35'-0" CHELSEA II Terrace sf 1st Floor - 1,012 sf 2nd Floor -1,012 sf Total - 2,517 sf Garage sf Townsend at Decatur Lot Boynton Lane Decatur, GA DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF

2 34"x60" SHOWER REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON Townsend at Decatur Lot Boynton Lane Decatur, GA North Point Pkwy., Suite 295 Atlanta, GA Office DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF

3 KITCHEN ISLAND ABOVE LOADED FOR STACKED STONE HEARTH 2x FRAMING BM7 BM6 BM5 BM4 BM8 BM3 BM2 BM1 F20 F29 RIMBOARD DECK ATTACHMENT BY OTHERS F01 F01 F01 F01 F01 F01 F02 F02 F05 F05 F05 F05 F07 F13 F13 F13 F13 D F13 F18 F19 D F19 F21 F16 F F F13A F13A F28 GDH (3) 24" LVL LOT 27 - CHELSEA II NOTES: 1) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) Dimensions are in ft.-in.-16th. 4) Do not erect truss backwards. 5) Cutting or drilling of chords is NOT allowed. 6) All walls shown on layout assumed to be load bearing. 7) All jack truss are connected per Toe-Nail detail. 8) Builder to insure truss layout allows for plumbing. 9) Brace roof to stacking walls or walls supported by beams. No additional loads may be applied to floor system. Roof Area : = 0 HANGERS SYMBOL TYPE QTY A HUS26 0 B THDH C THDH410 0 D MSH422 2 E HUS410 0 F HJC26 0 G NA 0 H NA Norcross: Villa Rica: Visit us at: Customer ACADIA HOMES & NEIGHBORHOODS Model CHELSEA II 2ND FLOOR Address / Lot LOT 27 TOWNSEND AT DECATUR Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code Date Scale Drawn By /23/2017 NTS DB Shop Drawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. BY SIGNING I AM VERIFYING ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES. BACKCHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL BY PROBUILD WITHIN 48 HOURS OF DELIVERY. Approved By Date THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive,Madison, WI

4 REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON 4400 North Point Pkwy., Suite 295 Atlanta, GA Office Townsend at Decatur Lot Boynton Lane Decatur, GA DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF

5 S01 S S S D S03 S06 S06 S06 S06 D S06 S06 S03 S12 S LOT 27 - CHELSEA II NOTES: 1) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) Dimensions are in ft.-in.-16th. 4) Do not erect truss backwards. 5) Cutting or drilling of chords is NOT allowed. 6) All walls shown on layout assumed to be load bearing. 7) All jack truss are connected per Toe-Nail detail. 8) Builder to insure truss layout allows for plumbing. 9) Brace roof to stacking walls or walls supported by beams. No additional loads may be applied to floor system. Roof Area : = 0 HANGERS SYMBOL TYPE QTY A HUS26 0 B THDH C THDH410 0 D MSH422 2 E HUS410 0 F HJC26 0 G NA 0 H NA Norcross: Villa Rica: Visit us at: Customer ACADIA HOMES & NEIGHBORHOODS Model CHELSEA II 3RD FLOOR Address / Lot LOT 27 TOWNSEND AT DECATUR Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code Date Scale Drawn By /23/2017 NTS DB Shop Drawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. BY SIGNING I AM VERIFYING ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES. BACKCHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL BY PROBUILD WITHIN 48 HOURS OF DELIVERY. Approved By Date THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive,Madison, WI

6 REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON 4400 North Point Pkwy., Suite 295 Atlanta, GA Office Townsend at Decatur Lot Boynton Lane Decatur, GA DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF

7 REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON Townsend at Decatur Lot Boynton Lane Decatur, GA North Point Pkwy., Suite 295 Atlanta, GA Office DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF

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10 REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON Townsend at Decatur Lot Boynton Lane Decatur, GA North Point Pkwy., Suite 295 Atlanta, GA Office DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF

11 T01 T01 FRAME DOWN TRAY T01A T01A T01A T01A T01 T01 T01 PDS 25 1/2" X54" HVAC PLATFORM PARAPET TO BE STICK FRAMED T01B T01B NOTES: 1) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) Dimensions are in ft.-in.-16th. 4) Do not erect truss backwards. 5) Cutting or drilling of chords is NOT allowed. 6) All walls shown on layout assumed to be load bearing. 7) All jack truss are connected per Toe-Nail detail. 8) Builder to insure truss layout allows for plumbing. 9) Brace roof to stacking walls or walls supported by beams. No additional loads may be applied to floor system. Roof Area : = HANGERS SYMBOL TYPE QTY A HUS26 0 B THDH C THDH410 0 D MSH422 0 E HUS410 0 F HJC26 0 G NA 0 H NA Norcross: Villa Rica: Visit us at: Customer ACADIA HOMES & NEIGHBORHOODS Model CHELSEA II ROOF Address / Lot LOT 27 TOWNSEND AT DECATUR Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code Date Scale Drawn By /23/2017 NTS DB Shop Drawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. BY SIGNING I AM VERIFYING ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES. BACKCHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL BY PROBUILD WITHIN 48 HOURS OF DELIVERY. Approved By Date THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive,Madison, WI

12 guard decking beam joist hanger existing house wall joist hanger ledger board fasteners existing house floor construction post beyond joist span joist ledger board FIGURE 3: JOIST SPAN - JOISTS ATTACHED TO SIDE OF BEAM guard post attachment ledger board attachment to existing house rim joist beam joists post-to-beam connection joist-to-beam connection post GENERAL REQUIREMENTS guard post hold-down anchor, typical 1. Lumber shall be naturally durable wood or shall be southern pine, grade #2 or better that is pressurepreservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. Field cut ends, notches and drilled holes of preservative treated wood shall be treated in the field in accordance with AWPA M4. Preservative- treated lumber in contact with the ground shall be rated as ground-contact. Please note: not all treated lumber is rated for ground contact. 2. Wood-plastic composites are composed of bound wood and plastic fibers creating material that can be used as decking and guard elements as permitted herein. Permissible wood-plastic composites must bear a label indicating its performance criteria and compliance with ASTM D Nails shall be ring-shanked or annular grooved. 4. Screws and nails shall be hot-dipped galvanized, stainless steel or approved for use with pressure treated lumber. 5. Hardware, e.g., joist hangers, cast-in-place post anchors, mechanical fasteners, shall be galvanized with 1.85 oz/sf of zinc (G-185 coating) or shall be stainless steel. Use products such as Zmax from Simpson Strong-Tie or Triple Zinc and Gold Coat from USP. 6. Electrical receptacles for decks shall comply with the currently approved edition of the National Electrical Code. 7. Lighting for decks and exterior stairs shall comply with IRC Stairway Illumination. SECTION blocking GUARD POST -TO-OUTSIDE JOIST DETAIL

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14 REVISION CHANGES: REV. NO. REV. DATE C COPYRIGHT 2014 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY OF taylor morrison AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TAYLOR MORRISON 4400 North Point Pkwy., Suite 295 Atlanta, GA Office Townsend at Decatur Lot Boynton Lane Decatur, GA DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF TAYLOR MORRISON CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: PLOT DATE: DRAWN BY: SHEET NO. 03/06/2017 OF