4400 North Point Pkwy., Suite 295 Alpharetta, GA Office

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3 C COPYRIGHT 2016 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 THE ACADIA HOMES AND NEIGHBORHOODS 4400 North Point Pkwy., Suite 295 Alpharetta, GA Office WALL SEPARATING GARAGE AND HEATED SPACE TO BE SHEARWALL: 7/16" OSB W/ 10d 4"O.C. BLOACK HORIZ. PANEL JOINTS, TYP. REV. NO. REVISION CHANGES: REV. DATE DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ACADIA HOMES AND NEIGHBORHOODS CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. WALL SEPARATING GARAGE AND HEATED SPACE TO BE SHEARWALL: 7/16" OSB W/ 10d 4"O.C. BLOACK HORIZ. PANEL JOINTS, TYP. WALL SEPARATING GARAGE AND HEATED SPACE TO BE SHEARWALL: 7/16" OSB W/ 10d 4"O.C. BLOACK HORIZ. PANEL JOINTS, TYP. SUBDIVISION COLLECTION: START DATE: DRAWN BY: SHEET NO. OF

4 Rim board by Bldr. Fireplace Kitchen Island Garage beam by bldr. Kitchen Island Fireplace Kitchen Island Fireplace F Rim board by Bldr. Garage beam by bldr. Rim board by Bldr. Garage beam by bldr. F03 F04 F04 F03 F07A F02A F02B F02B F01A F10 F09A F09A F09A B F104 F104 F103 F Lot 85 Chelsea IV_G B01 F F103 F102 F102 F101 F Lot 87 Sutton IV_H F103 B01 F113 F103 F104 F104 F106 F101 F Lot 86 Astor IV_F 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 assumedtobeloadbearing. 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 6 E HUS410 0 F HJC26 0 G NA 0 H NA F102(5) F102A(5) F108(4) A(5) F102A(3) F102(5) F108(4) A(5) F02(3) F02(4) F07(3) F09(6) Norcross: Villa Rica: Visit us at: Customer ACADIA HOMES AND NEIGHBORHOODS Model CHELSEA, ASTOR, SUTTON 2F Address / Lot TOWNSEND AT PERIMETER, LOT Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code Date Scale Drawn By /06/17 NTS IAS 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

5 C COPYRIGHT 2016 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 THE ACADIA HOMES AND NEIGHBORHOODS 4400 North Point Pkwy., Suite 295 Alpharetta, GA Office REVISION CHANGES: REV. NO. REV. DATE DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ACADIA HOMES AND NEIGHBORHOODS CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: START DATE: DRAWN BY: SHEET NO. OF

6 S07 S07A S02 S01 S08 S10 S10 S01A BBB B02 S S105A Lot 86 Astor IV_F S S111 S105 S102 S109 S107 S110 B S105A Lot 87 Sutton IV_H S101 BBB S111 S105 S102 S109 S107 S B02 S106(5) Lot 85 Chelsea IV_G S103(7) S104(3) S103(9) S103(7) S104(3) S106(5) S103(9) S03(7) S04(3) S06(5) S03(8) 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 assumedtobeloadbearing. 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 ACADIA HOMES AND NEIGHBORHOODS HANGERS SYMBOL TYPE QTY A HUS26 0 B THDH C THDH410 0 D MSH E HUS410 0 F HJC26 0 G NA 0 H NA 0 Norcross: Villa Rica: Visit us at: Customer Model CHELSEA, ASTOR, SUTTON 3F Address / Lot TOWNSEND AT PERIMETER, LOT Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code Date Scale Drawn By /06/17 NTS IAS 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

7 C COPYRIGHT 2016 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 THE ACADIA HOMES AND NEIGHBORHOODS 4400 North Point Pkwy., Suite 295 Alpharetta, GA Office REVISION CHANGES: REV. NO. REV. DATE DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ACADIA HOMES AND NEIGHBORHOODS CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: START DATE: DRAWN BY: SHEET NO. OF

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9 No Gable end trusses field framed by bldr. HVAC HVAC HVAC PDS PDS PDS Lot 87 Sutton IV_H Lot 86 Astor IV_F Lot 85 Chelsea IV_G Cosmetic dormers stick frame by bldr R01 R03A R02 R02 R03A R03 R03 R04 R05 R06 R02 R03A R02 R01 V01 P02 P03 P03 P02 P02(21) P02(11) R02A(5) R03(4) R02A(5) R02A(5) R03(4) 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 assumedtobeloadbearing. 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 AND NEIGHBORHOODS Model CHELSEA, ASTOR, SUTTON ROOF Address / Lot TOWNSEND AT PERIMETER, LOT Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code Date Scale Drawn By /06/17 NTS IAS 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

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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 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 hold-down anchor, typical treated lumber. 5. Hardware, e.g., joist hangers, cast-in-place post anchors, mechanical fasteners, shall be galvanized 05/05/2016 guard post 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

13 C COPYRIGHT 2016 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 THE ACADIA HOMES AND NEIGHBORHOODS 4400 North Point Pkwy., Suite 295 Alpharetta, GA Office REVISION CHANGES: REV. NO. REV. DATE DISCLAIMER: THIS COPYRIGHTED DESIGN IS THE SOLE PROPERTY OF TAYLOR MORRISON AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ACADIA HOMES AND NEIGHBORHOODS CAUTION: ONLY A QUALIFIED DESIGNER, ARCHITECT, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY THIS PLAN. SUBDIVISION COLLECTION: START DATE: DRAWN BY: SHEET NO. OF