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1 OWNER: TAYLOR MORRISON HOMES 24 HOUR CONTACT RANY COLLINS Cell Office STRUCTURAL ENGINEER PEACH STATE BUILING CONSULTANTS, INC. P.O.BOX 2506, SUWANEE, GA CONTACT: MICHAEL. MUNTEAN, P.E ARCHITECTURAL INEX SHEET NAME PAGE A0.0 A.0.1 A.1.1 A.2.1 A.3.1 A.4.0 A.4.1 A.5.0 S1.0 COVER SHEET SLAB FOUNATION PLAN TERRACE PLAN 1ST. FLOOR PLAN 2N. FLOOR PLAN FRONT ELEVATION FRONT ELEVATION REAR ELEVATION AN RO PLAN TYPICAL 2HR. FIREWALL ETAIL TYPICAL ECK ETAIL E.0.0 ELECTRICAL PLAN SHEET CONTENTS GENERAL NOTES, AN FASTENER SCHEULE SLAB FOUNATION PLAN- LOTS 20-22\ FOOTING ETAILS TERRACE PLAN - LOTS ST. FLOOR PLAN - LOTS N. FLOOR PLAN - LOTS BUILING ELEVATION - LOTS UNIT ELEVATIONS SHAFT WALL ETAIL - U336 WALL TERRACE, 1ST. AN 2N. FLOOR PLANS\ LEGEN PROJECT ESCRIPTION: 3 STORY TOWNHOMES TYPE CONSTRUCTION: TYPE V-B RESIENTIAL COVENTIONAL LIGHT-FRAME WOO CONSTRUCTION - NON-SPRINKLERE OCCUPANCY CLASSIFICATION: SINGLE FAMILY HOME -ATTACHE REV. NO. REV. ATE

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4 Kitchen Island Fireplace Garage Beam and Rim board by Bldr. Garage Beam and Rim board by Bldr. Cantilever 2x by bldr. F102A(3) Kitchen Island Fireplace LOT 22 Gramercy V_H Garage Beam and Rim board by Bldr. Kitchen Island LOT 21 Astor V_F LOT20 Chelsea V_E F10 F08 F08 F11 F07 F06 F06 F F12 F02A(3) F02(3) F14 F09A(3) F09(6) F110 F109 F109 F109 F F111 F107 F106 F F13 F03 F02B F02B F04 F04 F01A F113 F112 F F102(3) F108(3) F109A(5) F210 F208 F208 F211 F202A F202 F207 F206 F206 F205 F202 F213 F204 F204 F F13 F103 F104 F104 F102 F102 F F202(5) F209(3) F209A(3) F209(3) F F212 Fireplace NOTES: 1) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) imensions are in ft.-in.-16th. 4) o 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 ACAIA HOMES AN HANGERS SYMBOL TYPE QTY A HUS26 0 B THH C THH410 0 MSH422 3 E HUS410 0 F HJC26 0 G NA 0 H NA 0 Norcross: Villa Rica: Visit us at: Customer Model CHAMBLEE N FLOOR Address / Lot CHAMBLEE Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code ate Scale rawn By /02/17 NTS IAS Shop rawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION TRUSSES AN VOIS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AN APPROVAL THIS LAYOUT MUST BE RECEIVE BEFORE ANY TRUSSES WILL BE BUILT. BY SIGNING I AM VERIFYING ALL CONITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES. BACKCHARGES WILL NOT BE ACCEPTE WITHOUT PRIOR APPROVAL BY PROBUIL WITHIN 48 HOURS ELIVERY. Approved By ate THIS IS A TRUSS PLACEMENT IAGRAM 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 'Onifrio rive,madison, WI

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6 S08 S07 S10 S10 S07 S01A S02 BM1(2)16'x10'LVL S01 S Products PlotI Length Product Plies Net Qty BM1(2)16'x10'LVL /4" X 16" LVL 2 2 S03(7) S04(3) S09 S06(5) S03(8) S108 S105 S101 LOT 21 Astor V_F S111 S106(4) S103(8) S109 S105 S103(7) S104(3) S110 S S205 S201 LOT 22 Gramercy V_H S203(7) S204(3) S210 S206(5) S203(9) S209 S205 S S LOT 20 Chelsea V_E NOTES: 1) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) imensions are in ft.-in.-16th. 4) o 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 ACAIA HOMES AN HANGERS SYMBOL TYPE QTY A HUS26 0 B THH C THH410 0 MSH E HUS410 0 F HJC26 0 G NA 0 H NA 0 Norcross: Villa Rica: Visit us at: Customer Model CHAMBLEE R FLOOR Address / Lot CHAMBLEE Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code ate Scale rawn By /02/17 NTS IAS Shop rawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION TRUSSES AN VOIS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AN APPROVAL THIS LAYOUT MUST BE RECEIVE BEFORE ANY TRUSSES WILL BE BUILT. BY SIGNING I AM VERIFYING ALL CONITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES. BACKCHARGES WILL NOT BE ACCEPTE WITHOUT PRIOR APPROVAL BY PROBUIL WITHIN 48 HOURS ELIVERY. Approved By ate THIS IS A TRUSS PLACEMENT IAGRAM 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 'Onifrio rive,madison, WI

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8 ECORATVE 16" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, 6:12 SLOPE 6' " 4'-0" 18X24 RECT.VENT 8 12 BRICK VENEER, 6:12 SLOPE ASPHALT SHINGLES '-0" HR. HGT WINOW IN ORMER, ECORATVE 24" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, 6:12 SLOPE 6:12 SLOPE ASPHALT SHINGLES HR. HGT. METAL EYEBROW, ECORATVE 16" O.C.- FYPON 8x12x3 OR SIMILAR, 8" FREIZE W/ 4" CROWN, HARI-PLY 3' RAIUS VENT :12 SLOPE ASPHALT SHINGLES HR. HGT. STONE PEIMENT, STONE VENEER, 13'-0" BRICK VENEER, 4:12 SLOPE BRICK VENEER, 7' " 6' " 2N FLR. HR. HGT. 1ST FLR. HR. HGT. 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " STONE PEIMENT, 11' " BRICK STEPS 4:12 SLOPE WROUGHT IRON RAIL BRICK VENEER, 7' " 6' " 2N FLR. HR. HGT. 1ST FLR. HR. HGT. 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " 12" PLANK SHUTTER, STONE VENEER, 11' " BRICK VENEER, BRICK VENEER, ARCHE STONE PEIMENT, 7' " 6' " 2N FLR. HR. HGT. 1ST FLR. HR. HGT. 1'-4 3/4" 1'-4 3/4" 8'-11 10' " 8 " BRICK STEPS 5'-2" TERRACE 6' " 9' " 5'-2" TERRACE 6' " 9'-11 8 " 5'-2" BRICK STEPS TERRACE 6' " 9'-11 8 " REV. NO. REV. ATE

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10 No Gable end trusses field framed by bldr. HVAC HVAC HVAC PS PS PS LOT 22 Gramercy V_H LOT 21 Astor V_F LOT 20 Chelsea V_E Cosmetic dormers stick frame by bldr R01 R R02 R07 R02 R05 R06 R05 R08 R10 R12 R13 V01 V02 P02 P03 P03 P03 P P02 P02(12) P02(11) P02(10) R03(5) R04(5) R03(4) R04(5) R09(3) R11(5) NOTES: 1) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) imensions are in ft.-in.-16th. 4) o 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 : = ACAIA HOMES AN HANGERS SYMBOL TYPE QTY A HUS26 0 B THH C THH410 0 MSH422 0 E HUS410 0 F HJC26 0 G NA 0 H NA 0 Norcross: Villa Rica: Visit us at: Customer Model CHAMBLEE Address / Lot CHAMBLEE Roof Loading " O.C. IRC 2012 Job Number Floor Loading Spacing Code ate Scale rawn By /02/17 NTS IAS Shop rawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION TRUSSES AN VOIS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AN APPROVAL THIS LAYOUT MUST BE RECEIVE BEFORE ANY TRUSSES WILL BE BUILT. BY SIGNING I AM VERIFYING ALL CONITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES. BACKCHARGES WILL NOT BE ACCEPTE WITHOUT PRIOR APPROVAL BY PROBUIL WITHIN 48 HOURS ELIVERY. Approved By ate THIS IS A TRUSS PLACEMENT IAGRAM 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 'Onifrio rive,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 ATTACHE TO SIE 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 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 GUAR POST -TO-OUTSIE JOIST ETAIL

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