CHAMBLEE BUILDING DATA FIRST FLOOR 1012 S.F.

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1 C COPYRIGHT 2016 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY TAYLOR MORRISON AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OWNER: TAYLOR MORRISON HOMES 24 HOUR CONTACT RANDY COLLINS Cell Office CHAMBLEE BUILDING DATA UNIT NAME ASTOR V CHELSEA V SUTTON V TERRACE 493 S.F. 493 S.F. 493 S.F. FIRST FLOOR 1012 S.F S.F S.F. SECOND FLOOR SUBTOTAL 1012 S.F S.F S.F. 2,517 S.F. 2,517 S.F. 2,517 S.F. GARAGE 518 S.F. 518 S.F. 518 S.F. TOTAL AREA 3,035 S.F. 3,035 S.F. 3,035 S.F. PROJECT DESCRIPTION: 3 STORY TOWNHOMES TYPE CONSTRUCTION: TYPE V-B RESIDENTIAL COVENTIONAL LIGHT-FRAME WOOD CONSTRUCTION - NON-SPRINKLERED OCCUPANCY CLASSIFICATION: SINGLE FAMILY HOME -ATTACHED REV. NO. REV. DATE 07/10/2017

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4 C COPYRIGHT 2016 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY TAYLOR MORRISON AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION REV. NO. REV. DATE

5 C COPYRIGHT 2016 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY TAYLOR MORRISON AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION REV. NO. REV. DATE

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10 6:12 SLOPE ASPHALT SHINGLES 4'-0" 8 12 BRICK VENEER, 18X24 RECT.VENT '-0" 6' " 6:12 SLOPE DECORATVE 16" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, 6:12 SLOPE ASPHALT SHINGLES 6:12 SLOPE 2040 WINDOW IN DORMER, DECORATVE 24" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, 6:12 SLOPE ASPHALT SHINGLES 7'-6" 10'-8" 7'-6" 3:12 SLOPE ASPHALT SHINGLES 2030/3030/2030 FX. WINDOW, DECORATIVE 24" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, 6:12 SLOPE ASPHALT SHINGLES 8 12 HARDI-PLY 3' RADIUS VENT 12 8 METAL EYEBROW, DECORATVE 16" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " 7' " 6' " 2ND FLR. 1ST FLR. 9" BRICK VENEER, BRICK VENEER, 4:12 SLOPE 13'-0" STONE PEDIMENT, STONE VENEER, 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " 7' " 6' " 2ND FLR. 1ST FLR. BRICK VENEER, WROUGHT IRON RAIL 4:12 SLOPE 11' " STONE PEDIMENT, BRICK STEPS 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " 7' " 6' " 2ND FLR. 1ST FLR. BRICK VENEER, 11'-0" 15" PLANK SHUTTERS, BRICK JACK ARCH W, STONE KEY, METAL EYEBROW, STONE VENEER, BRICK STEPS 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " 7' " 6' " ARCHED STONE PEDIMENT, 2ND FLR. 1ST FLR. BRICK VENEER, BRICK VENEER, 11' " 12" PLANK SHUTTER, STONE VENEER, 9' " 6' " TERRACE 5'-2" BRICK STEPS 9'-11 8 " 6' " TERRACE 5'-2" 9'-11 8 " 6' " TERRACE 5'-2" 9'-11 8 " 6' " TERRACE BRICK STEPS 5'-2" C COPYRIGHT 2016 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY TAYLOR MORRISON AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION REV. NO. REV. DATE 07/10/2017

11 1'-4" O.H. AT FRONT 1'-4" O.H. AT FRONT AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION C COPYRIGHT 2016 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY TAYLOR MORRISON REV. NO. REV. DATE 07/10/2017

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13 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 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

14 C COPYRIGHT 2016 TAYLOR MORRISON --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY TAYLOR MORRISON AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION REV. NO. REV. DATE