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

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2 95'-6 2" OVERALL LENGTH 6"x6" PT. POST () 3 2" 0" 6"x6" PT. POST () 6"x6" PT. POST () 3 2" 32" 0" 0" 6"x6" PT. POST () 0" "x"x2" FOOTING w/#4 REBAR EA. WAY, 2'0"x0'0" CONCRETE PATIO 0'-0" "x"x2" FOOTING w/#4 REBAR EA. WAY, 2'0"x0'0" CONCRETE PATIO 0'-0" "x"x2" FOOTING w/#4 REBAR EA. WAY, 2'0"x0'0" CONCRETE PATIO 0'-0" "x"x2" FOOTING w/#4 REBAR EA. WAY, 2'0"x0'0" CONCRETE PATIO 0'-0" LEDGE, 3'-" 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. '-3 2" 3'-" 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. '-3 2" 3'-" 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. '-3 2" 3'-" 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. '-3 2" '-" '- 2 " '- 2" 3'-0" '- 2 " '- 2" 3'-0" '- 2 " '- 2" 3'-0" '- 2 " '- 2" 3'-0" '-" 5'-7 2" LEDGE, 7'-5" C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS 5'-7 2" 7'-5" 5'-7 2" 5'-4" 7'-5" 5'-7 2" 7'-5" Office '-6" SLOPE /" PER 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. FOOT 5'-" '-" 9'-4" (6 PER UNIT) '-6" 5'-4" '-6" SLOPE /" PER 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. FOOT (6 PER UNIT) 5'-" '-" '-6" 5'-4" '-6" SLOPE /" PER 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. FOOT 5'-" '-" (6 PER UNIT) '-6" '-6" SLOPE /" PER 4" SLAB W/ 6x6 0/0 W.W.M. OVER 0 MIL. POLY V.B. FOOT (6 PER UNIT) 5'-" '-" '-6" LEDGE, 9'-4" 3'-0"

3 95'-62" OVERALL LENGTH 2'x0' CONCRETE PATIO 3'-72" '-2" 34"x60" ALL LOAD BEARING WALLS TO BE 2x4 FRAMING AT 2" O.C. 5'-52" 3'-72" 5'-32" UP 7R W/ 0" TREADS 2 EXT. HR. DR. 2'-42" 6'-" WALL SEPARATING GARAGE AND HEATED SPACE TO BE 7/6" OSB SHEARWALL W/ d 4"O.C. TO ALL FRAMING - BLOCK HORIZ. PANEL JOINTS, 3'-2" '-2" 0'-62" '-2" 24 5'-32" 30 LITE EXT.DR. 2 EXT. HR. DR. 2'-42" 6'-" WALL SEPARATING GARAGE AND HEATED SPACE TO BE 7/6" OSB SHEARWALL W/ d 4"O.C. TO ALL FRAMING - BLOCK HORIZ. PANEL JOINTS, ALL LOAD BEARING WALLS TO BE 2x4 FRAMING AT 2" O.C. 5'-52" 3'-72" 40 S.O. 4'-52" UP 7R W/ 0" TREADS 40 S.O. 5'-52" 3'-2" 5'-32" 2'-42" 6'-" WALL SEPARATING GARAGE AND HEATED SPACE TO BE 7/6" OSB SHEARWALL W/ d 4"O.C. TO ALL FRAMING - BLOCK HORIZ. PANEL JOINTS, ALL LOAD BEARING WALLS TO BE 2x4 FRAMING AT 2" O.C. 9'-92" 5'-92" 5'-92" ALL LOAD BEARING WALLS TO BE 2x4 FRAMING AT 2" O.C. 2'-42" 6'-" WALL SEPARATING GARAGE AND HEATED SPACE TO BE 7/6" OSB SHEARWALL W/ d 4"O.C. TO ALL FRAMING - BLOCK HORIZ. PANEL JOINTS, 40 S.O. 5'-32" '-2" 2 EXT. HR. DR. 5'-92" 3'-72" 40 S.O. 5'-52" 2'-42" 5'-32" 34"x60" WP/ GFI 30 LITE EXT.DR. 0'-62" '-2" 5'-32" 7'-" UP 7R W/ 0" TREADS 2 EXT. HR. DR. 7'-" 4'-52" 2'-42" 34"x60" 3'-2" '-42" 5'-32" '-2" '-0" UP 7R W/ 0" TREADS WP/ GFI 5'-6" 4'-52" NOTE: TYPE X GYP. BRD. ON ALL SURFACES GARAGE ADJACENT TO HEATED SPACES 5" NOTE: TYPE X GYP. BRD. ON ALL SURFACES GARAGE ADJACENT TO HEATED SPACES 6070 O.H. GARAGE DOOR '-6" '-6" '-" Office '-" NOTE: TYPE X GYP. BRD. ON ALL SURFACES GARAGE ADJACENT TO HEATED SPACES 6070 O.H. GARAGE DOOR '-6" '-6" 6070 O.H. GARAGE DOOR 5'-" '-" 5 " '-" 5 " 5'-" NOTE: TYPE X GYP. BRD. ON ALL SURFACES GARAGE ADJACENT TO HEATED SPACES 6070 O.H. GARAGE DOOR '-6" 5" C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS 3'-2" '-0" 0'-62" '-2" '-2" 34"x60" 0'-62" 4'-52" 5'-6" 30 LITE EXT.DR. WP/ GFI 30 LITE EXT.DR. '-0" 2'-2" 7'-22" 3'-0" WP/ GFI 5'-6" 24 5'-52" 2'-42" '-0" 5'-52" 0'- 2" 5'-32" 5'-6" 5'-52" 2'-2" 7'-22" 0'- 2" 5'-52" 2'-2" 7'-22" 0'- 2" 32" 5'-92" 2'-2" 7'-22" 0'- 2" 32" 2'x0' CONCRETE PATIO 60" ABV.LANDING 7'-" 32" 2'x0' CONCRETE PATIO 2'x0' CONCRETE PATIO 3'-5" 7'-" '-6" '-6" 5'-" '-6" '-"

4 LOT ARLINGTON D LOT25 ARLINGTON C LOT24 ARLINGTON B LOT23 ARLINGTON A RIM BOARD ATTACHMENT BY OTHERS RIM BOARD ATTACHMENT BY OTHERS RIM BOARD ATTACHMENT BY OTHERS RIM BOARD ATTACHMENT BY OTHERS F0 F0 F0 F0 F0 F0A F F05 SUL40 5MSH422 5 MSH422 5MSH422 5 MSH422 5 MSH422 5MSH422 5 MSH422 5 MSH422 F07 BM BM3 BM5 BM7 F3 HUS40 SUR40 BEAMS PlotID Length Product Plies Net Qty BM /4" X 6" LVL 2 2 BM /4" X 6" LVL 2 2 HUS40 SUR40 BEAMS PlotID Length Product Plies Net Qty BM /4" X 6" LVL 2 2 BM /4" X 6" LVL 2 2 HUS40 BM2 BM4 BM6 BM F0 F0 F0 F0 F0 F F F0 F09 F6 F04 F03 F03 F03 F03 F06 F4 F09 F09 F F5 SUR40 BEAMS PlotID Length Product Plies Net Qty BM /4" X 6" LVL 2 2 BM /4" X 6" LVL 2 2 HUS40 SUR40 F30 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 0 9 F0 F0 F0 F0 F0 F0A F F05 F0 F0 F0 F0 F0 F F F F07 F207 F307 SUL40 F0 SUL40 F20 SUL40 F30 F F F33 F6 F04 F03 F03 F03 F03 F06 F4 F09 F09 F09 F5 F20 F20 F20 F20 F20 F20A FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 FL2 F F205 F20 F20 F20 F20 F20 F2 F2 4 F F204 F203 F203 F203 F203 F206 F24 F209 F209 F209 F F25 F30 F30 F30 F30 F30 F30A FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 FL3 F F305 6 F36 F304 F303 F303 F303 F303 F306 F34 F30 F30 F30 F30 F3 F3 F32 F309 F309 F309 THREAD THROUGH 2X FOR CANTILEVER SECTION BEAMS PlotID Length Product Plies Net Qty BM /4" X 6" LVL 2 2 BM /4" X 6" LVL 2 2 F35 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL4 FL NOTES: ) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) Dimensions are in ft.-in.-6th. 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. ) 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 : = ACADIA HOMES & NEIGHBORHOODS HANGERS SYMBOL TYPE QTY A HUS 0 B SUR40 4 C SUL40 D MSH E HUS40 4 F HJC 0 G NA 0 H NA 0 Norcross: Villa Rica: Visit us at: Customer Model ARLINGTON A,B,C,D Address / Lot LOTS 23- TOCO HILLS Roof Loading " O.C. IRC 202 Job Number Floor Loading Spacing Code Date Scale Drawn By /3/6 NTS TG Shop Drawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL 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 4 HOURS DELIVERY. Approved By Date THIS IS A TRUSS ACEMENT 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, 53 D'Onifrio Drive,Madison, WI 5379.

5 95'-62" OVERALL LENGTH 23'6"x0' DECK '-02" 6'-92" 3'-62" UP R W/ 0" TREADS " DIRECT VENT FIREACE 6'-5" 3'-22" 3'-22" 2'-32" 0' CLG. 300 EXT. DR. 3/4 LITE w/3030 TRANS. BUILT-INS TO '-62" 3'-62" 0'-6" 4'-72" 5'-32" BUILT-INS TO 7'-0" 0' CLG. BUILT-INS TO FX. DR. W/ 2" TRANS. UP 7R W/ 0" TREADS '-6" 36" DIRECT VENT FIREACE 2'-32" 20 S.O. 4'-02" 240 '-2" 3'-0" 2'-32" 2'-32" DN 6R W/ 0" TREADS 4'-32" 3'-62" 2'-32" '-2" 9'-6" 3'-" 6'-2" 3'-22" 0'-6" FX. DR. W/ 2" TRANS. '-5" 6'-2" 4 SHLVS. '-5" 0' CLG. 7'-" 3'-62" 9'-6" 3'-" UP 7R W/ 0" TREADS 50 FR.DR. W/ 2" TRANS 3'-0" 240 0' CLG. 6'-72" 5'-22" 240 0' CLG. " FLUSH OVERHANG W/ 3 POSTS OPEN RAIL 4'-72" 5'-32" BUILT-INS TO 7'-0" 2'-32" 6'-5" 4'-02" '-6" BUILT-INS TO 300 EXT. DR. 3/4 LITE w/3030 TRANS. 20 S.O. 2'-32" 4'-32" 6'-5" 36" DIRECT VENT FIREACE 3'-22" 0'-6" 0' CLG. 0' CLG. 300 EXT. DR. 3/4 LITE w/3030 TRANS. '-02" 6'-2" 4 SHLVS. 6'-92" 3'-62" 3'-62" 2'-" 20 S.O. 7'-3" UP 7R W/ 0" TREADS 2'-32" 260 '-0" '-0" UP R W/ 0" TREADS DN 6R W/ 0" TREADS 260 '-0" 260 3'-62" 3'-62" BUILT-INS TO 0' CLG. 300 EXT. DR. 3/4 LITE w/3030 TRANS. 9'-6" 3'-" 4'-02" '-6" 6'-5" 36" DIRECT VENT FIREACE 3'-22" 0'-6" 6'-92" 4'-32" 20 S.O. 2'-32" 3'-62" 4'-22" 3'-62" 9'-6" 7'-3" UP 7R W/ 0" TREADS '-" 3'-" OVEN WALL 4'-" 4'-72" 5'-32" BUILT-INS TO 7'-0" 0' CLG. '-2" 4'-2" (2)200 " -2 2'-32" 6'-2" 2'-32" 240 6'-72" 4' 240 " -2 4'-02" 0' CLG. 2'-" 0' CLG. 3'-02" LITE EXT. DR. W/ 2" TRANS " FLUSH OVERHANG W/ 3 POSTS OPEN RAIL UP R W/ 0" TREADS DN 6R W/ 0" TREADS ' '-6" 240 " -2 " -2 '-2" 4' 4' C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS 2'-32" 4'-72" 5'-32" BUILT-INS TO 7'-0" 6'-2" WALL OVEN 0' CLG. 3'-02" 3'-02" 4'-" 5'-22" 2'-" 260 (2)200 " FLUSH OVERHANG W/ 3 POSTS OPEN RAIL UP R W/ 0" TREADS DN 6R W/ 0" TREADS 2 LITE EXT. DR. W/ 2" TRANS 3'-0" " FLUSH OVERHANG W/ 3 POSTS OPEN RAIL 6'-2" '-02" 2'-" 6'-72" 5'-22" 260 3'-62" 0' CLG. (2)200 3'-0" 4'-2" 2'-3" '-22" 260 2'-42" 6'-72" 5'-22" LITE EXT. DR. W/ 2" TRANS 6'-2" 4 SHLVS. (2)200 '-5" 0' CLG. 2'-" 3'-02" 2'-3" '-02" 4 SHLVS. 6'-2" 260 3'-02" 3'-02" 4'-" WALL OVEN LITE EXT. DR. W/ 2" TRANS 0' CLG. 4'-2" 2'-3" 260 0' CLG. 2'-" 3'-02" '-5" 2'-3" 2'-" 3'-02" 3'-02" 4'-" 3'-" 4'-2" 2'-" 2'-" 3'-02" 7'-3" 3'-02" 3'-02" 4'-" 32" WALL OVEN 2'-" 32" 23'6"x0' DECK 4'-22" 32" 23'6"x0' DECK 7'-3" 23'6"x0' DECK TRIE-260 " 5'-32" " 3'-02" 3'-02" '-42" 3'-02" 4'-92" " 5'-32" " 3'-02" Office '-42" 4'-2" 9'-4" 9'-4" '-" " 5'-32" " 4'-02" 0'-0" '-42" 4'-4"

6 LOT ARLINGTON D LOT25 ARLINGTON C LOT7 ARLINGTON B LOT23 ARLINGTON A S0 S0 S20 S30 S03 S0 EXHAUST FAN EXHAUST FAN EXHAUST FAN EXHAUST FAN 7MSH422 7MSH422 7MSH422 7 MSH422 S07 S04 S04 S04 S04 S S S06 S SL SL SL SL SL SL SL SL SL SL SL SLSL SL SL SL SL S09 S09 S0 S03 S0 S07 S04 S04 S04 S04 S04 S05 S S S S S209 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL2 SL SL2 SL2 SL2 SL2 SL2 SL2 S0 S203 S0 S207 S204 S204 S204 S204 S204 S205 S S06 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 S20 S304 S305 S303 S30 S304 S304 S304 S304 S307 S32 S SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL4 SL S309 S309 S30 BM S30 BEAMS PlotID Length Product Plies Net Qty BM /4" X 6" LVL NOTES: ) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) Dimensions are in ft.-in.-6th. 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. ) 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 : = ACADIA HOMES & NEIGHBORHOODS HANGERS SYMBOL TYPE QTY A HUS 0 B SUR40 0 C SUL40 0 D MSH422 2 E HUS40 0 F HJC 0 G NA 0 H NA 0 Norcross: Villa Rica: Visit us at: Customer Model ARLINGTON A,B,C,D Address / Lot LOTS 23- TOCO HILLS Roof Loading " O.C. IRC 202 Job Number Floor Loading Spacing Code Date Scale Drawn By /3/6 NTS TG Shop Drawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL 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 4 HOURS DELIVERY. Approved By Date THIS IS A TRUSS ACEMENT 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, 53 D'Onifrio Drive,Madison, WI 5379.

7 3'-0" 2'-5" '-4" 5'-5" 2'-4" '-2" 3'-0" MECH. CHASE '-92" 6'-4" 3'-62" 3'-62" 2'-62" 25.5"x54.5" PDS 6'-52" '-3" ' CLG. '-" DOWN R W/ 0" TREADS 9'-92" 2 3'-02" 92"X42" PAN 9'-72" ' CLG. 2'-2" 3'-62" ' CLG.HGT. 2'-2" 3'-62" 6'-0" 5'-72" 3'-02" '-" 6'-0" 5'-72" 3'-7" ' CLG.HGT. 5" SEAT 3'-52" 3'-52" OPEN RAIL '-52" ' CLG. FX. 3'-5" 7'-" 3'-32" 5'-4" 7'-5" 6'-2" 6 7'-" 0'-3" 5'-32" 2'-42" 2'-6" '-0" 0'-" 2'-42" 3'-92" ' CLG. CHASE 9'-6" ' CLG.HGT. 2 '-7" 5'-6" '-0" MECH. CHASE 4'-22" 4'-" '-2" 2'-3" 25.5"x54.5" PDS 3'-7" 20 DOWN R W/ 0" TREADS SEAT 5'-02" ' CLG. 5" 2'-4" 5'-5" 3'-52" 2'-22" 3'-92" 6'-3" '-" CHASE OPEN RAIL ' CLG. 6'-0" 2'-4" 24 92"X42" PAN 2'-4" '-4" 5'-72" '-2" '-2" 7'-" 6'-4" 5'-5" 4'-72" 2" 2" Office ' CLG.HGT. 7'-52" 3'-32" 3'-32" 5'-5" 6'-42" 4'-3" ' CLG.HGT. SEAT 2'-4" '-92" 3'-32" 2" ' CLG. 6'-42" 6'-52" SEAT '-3" 3'-52" ' CLG. 2" 7'-5" ' CLG. 92"X42" PAN 4'-72" 9'-72" 3'-02" CHASE ' CLG. 9'-72" '-" 2'-6" '-7" ' CLG. 2 0'-3" 2'-42" 4'-22" ' CLG. '-0" DOWN R W/ 0" TREADS 9'-92" 5'-4" ' CLG.HGT. 2'-42" BEDROOM 3 OPEN RAIL 3'-62" 5'-32" 25.5"x54.5" PDS ' CLG. 92"X42" PAN 4'-3" 3'-62" 24 2 MECH. CHASE 9'-6" 6'-0" 3'-32" MECH. CHASE 7'-" 3'-7" 20 CHASE 2 3'-92" 66 OPEN RAIL 3'-0" '-" 9'-72" DOWN R W/ 0" TREADS ' CLG.HGT. '-0" 5'-42" 0'-62" ' CLG.HGT. 5'-42" 3'-32" 5'-32" ' CLG. 4'-72" 3'-32" C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS 2 3'-0" ' CLG. 2'-4" 2'-42" 3'-92" ' CLG. 9'-72" 25.5"x54.5" PDS 6'-3" ' CLG. '-02" 2'-42" 0'-9" 6'-2" 9'-02" '-" 4'-72" 7'-52" '-0" '-0" 2'-62" ' CLG.HGT. '-2" 2'-3" 5'-32" 5'-6" 9'-72" 5'-72" 4'-3" 5'-02" 5'-72" BEDROOM 3 ' CLG '-2" 2 2'-42" 5'-42" 4'-" '-42" 3'-32" 6'-2" 3'-0" '-02" 6'-2" 9'-02" 0'-62" '-52" 5'-72" 2'-42" 0'-9" 3'-7" 3'-02" '-"

8 METAL EYEBROW, " FREIZE W/ 4" CROWN, ATE 6'-" VENEER, 2" ANK SHUTTER, ARCHED STONE PEDIMENT, ATE METAL RO 4:2 SLOPE METAL RO 4:2 SLOPE METAL RO '-4 3/4" VENEER, ATE ATE STONE PEDIMENT, VENEER, 2030/3030/2030 FX. WINDOW, DECORATIVE 24" O.C.- FYPON x2x3 OR SIMILAR, 2 " FREIZE W/ 4" CROWN, 6:2 SLOPE 6" FASCIA BRD., 2 6'-" " FREIZE W/ 4" CROWN, 6" FASCIA BRD., DECORATIVE 24" O.C.- FYPON x2x3 OR SIMILAR, '-" 6'-02" DECORATIVE 6" O.C.- FYPON x2x3 OR SIMILAR, 3:2 SLOPE STONE VENEER, VENEER, ATE 2" ANK SHUTTERS, JACK ARCH W, STONE KEY, VENEER, ATE METAL EYEBROW, 0'-" 6'-" 6'-" ATE 9'-" 7'-" '-0" 7'-" ATE ST FLR. 6'-" VENEER, ST FLR. STONE VENEER, '-4 3/4" ATE 9'-" VENEER, ST FLR. '-2" '-2" 3'-0" WROUGHT IRON RAIL '-4 3/4" 7'-" STONE VENEER, 0'-" STONE PEDIMENT, '-" 2 2 0'-" 3' RADIUS VENT 6" FASCIA BRD., 6" FASCIA BRD., '-4 3/4" 0 6:2 SLOPE HARDI-Y 0 0'-" 2 0 '-4 3/4" 0 2 9'-" 6:2 SLOPE 6'-" 6:2 SLOPE WINDOW IN DORMER, '-" X24 RECT.VENT 6:2 SLOPE 2 '-4 3/4" 6:2 SLOPE 2040 WINDOW IN DORMER, 0'-" 3:2 SLOPE 6" FASCIA BRD., STONE VENEER, METAL EYEBROW, METAL RO 4:2 SLOPE METAL RO VENEER, '-2" VENEER, 6'-" '-2" '-0" ATE 4:2 SLOPE METAL RO WROUGHT IRON RAIL 7'-" STONE VENEER, ST FLR. VENEER, VENEER, VENEER, 3'-0" ATE VENEER, '-4 3/4" 6: :2 SLOPE X24 RECT.VENT VENEER, JACK ARCH W, STONE KEY, 0'-" 0 6:2 SLOPE 2 " FREIZE W/ 4" CROWN, '-4 3/4" 2 2" ANK SHUTTERS, 6'-" '-" ATE METAL EYEBROW, 2030/3030/2030 FX. WINDOW, 2 6:2 3' RADIUS VENT 6" FASCIA BRD., DECORATIVE 24" O.C.- FYPON x2x3 OR SIMILAR, 6:2 SLOPE HARDI-Y 6'-02" 9'-" C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS Office

9 LOT ARLINGTON D LOT25 ARLINGTON C LOT24 ARLINGTON B LOT23 ARLINGTON A C05HV C05HV C05HV C05HV C04HV C04HV C03 C03 C02 C02 C02 C0 B07HV B07HV B06HV B05HV B04HV B03HV B02 B02 B02 B02 B02 B0 A06HV A06HV A05HV A04HV A04HV A03HV A02 A02 A0 A0 A0 A0 A0GE FIELD FRAMED DORMER FIELD FRAMED DORMERS GABLE END TRUSSES OMITTED ON INTERIOR UNITS BY REQUEST. GABLE END TRUSSES TO BE BUILT ON SITE. V0 D0GE D05HV D05HV D05HV D05HV D04 D03 D02 D02 D02 D02 D02 D0 V NOTES: ) Builder to verify all dimensions and truss spans. 2) All dimensions are from face of studs. 3) Dimensions are in ft.-in.-6th. 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. ) 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 HUS 0 B SUR40 0 C SUL40 0 D MSH422 0 E HUS40 0 F HJC 0 G NA 0 H NA Norcross: Villa Rica: Visit us at: Customer ACADIA HOMES & NEIGHBORHOODS Model ARLINGTON A,B,C,D Address / Lot LOTS 23- TOCO HILLS Roof Loading " O.C. IRC 202 Job Number Floor Loading Spacing Code Date Scale Drawn By /3/6 NTS TG Shop Drawing Approval THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL 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 4 HOURS DELIVERY. Approved By Date THIS IS A TRUSS ACEMENT 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, 53 D'Onifrio Drive,Madison, WI 5379.

10 SIDING, 2 6 SIDING, :2 SLOPE 6 2 SIDING, 2 6 ATE ATE 6'-0" HIGH PANEL BEYOND VENEER, ATE 7'-" 6'-" 0'-" '-" VENEER, 6'-0" HIGH PRIVACY PANEL ATE 7'-" 6'-" 0'-" '-3" '-" P.T. DECK DECK RAIL PER CODE 6x6 PT POST ST FLR. ATE 6'-" 9'-" 0'-0" 5'-9 3 4" LANDING HGT. VENEER, P.T. DECK 6x6 PT POST ST FLR. ATE 6'-" 9'-" '-3" 6:2 '-0" O.H. AT REAR 6" O.H. AT SIDES HVAC ATFORM MAIN RIDGE 6" O.H. AT SIDES '-4" O.H. AT FRONT '-4" O.H. AT FRONT 4:2 6:2 6:2 '-0" O.H. AT REAR HVAC ATFORM MAIN RIDGE 6" O.H. AT SIDES 6:2 :2 :2 '-4" O.H. AT FRONT 6:2 '-0" O.H. AT REAR HVAC ATFORM 6" O.H. AT SIDES MAIN RIDGE '-0" O.H. AT FRONT 6:2 '-0" O.H. AT REAR HVAC ATFORM MAIN RIDGE 6:2 4:2 6:2 6:2 6:2 6:2 4:2 C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS Office '-0" HIGH PRIVACY PANEL 6:2 SLOPE 6x6 PT POST VENEER WATER TABLE, P.T. DECK SIDING, SIDING, 6'-0" HIGH PRIVACY PANEL DECK RAIL PER CODE 6:2 SLOPE SIDING, 6x6 PT POST VENEER WATER TABLE, P.T. DECK SIDING, SIDING, 6'-0" HIGH PRIVACY PANEL DECK RAIL PER CODE 6:2 SLOPE 6x6 PT POST VENEER WATER TABLE, P.T. DECK SIDING, SIDING, 6'-0" HIGH PRIVACY PANEL DECK RAIL PER CODE SIDING, 6x6 PT POST VENEER WATER TABLE, 6:2 SLOPE P.T. DECK SIDING, SIDING, DECK RAIL PER CODE ATE ATE 7'-" 6'-" ST FLR. ATE 6'-" 9'-" '-4 3/4" 0'-" '-4 3/4" '-"

11 PROJECT ADDRESS TOCO HILLS TOWNSEND CT. ATLANTA,GA 30329

12 2 BEDROOM 3 2 BEDROOM C COPYRIGHT 204 ACADIA HOMES AND NEIGHBORHOODS --- THESE DRAWINGS AND ITS REPRODUCTIONS ARE THE PROPERTY THE ACADIA HOMES AND NEIGHBORHOODS Office