1- Total number of wood studs for the exterior wall, all to be considered 2x6, 16" o/c. remember to calculate and add for end conditions.
2- Total number of wood studs for the interior walls, all to be 2x4 except those were plumbing fixtures are backed to which will be plumbing wall and 2x6. all 16" o/c. Remember to calculate for intersections of walls, "L" conditions, "T" conditions etc.
3- Total number of roof joists which are 2x8 16" o/c. Remember that there is overhang of 1' on all four sides of the building
4- Total length of ridge beam and fascias (2 sides)
5- Total sheets of plywood (4'x8' sheet) for exterior walls, one side only (exterior side)
6- Total sheets of gypsum board (drywall or sheet rock) 5/8" thick for all the interior walls and interior environment.
7- The gypsum board inside bath rooms are known as green board (4x8 water repellent). calculate the total number of green board sheets.
8- Total number of ceiling joists.
9- Add 5% for waste.
10- Add 5% for blocking
details below are added for your information
POST PER PLAN PRO na POST F EXPOSED TO WEATHER S. MHZ POST EHSE PER PAR COWC, SLAB PER PLAN 12 THK. CONC PUD FTC PER PLAN & WBZ MUUFACTUR RLOUREMENTS ISOLATED PAD FOOTING AT SLAB FLOOR 5 NO SCALE HOLAR 25628 HONE TAR 25720 SHEAR MULZ PER PLAN -** POST MAN Ex 5. HO' OR EX SEE PLAN FOR SZE AND LOCATION 2x OR X PT. SUL PER SHEAR CUM SZAB MEK MAH MALL SCH. TIP E -SAMP. STB AR PER MANUFACTURES PASTRUCTIONS 2 44 TOP & 801. EXTEND 36 PAST HO -CONC. FTC: PER PAN DEEPEN FTC AS 3 LUMEN KEUY FOR SP. SSIR AL L3 CLR HOLDOWN AT EXTERIOR FOOTING NO SCAN 6 FASTENERS TO BE EMBEDDED ME NO (COWC FLR. 28 PRE TRE SUL PLT. W SUM. TOP DRIVE FAN 10 OG conc NON-BEARING WALL AT CONCRETE SLAB FLOOR NO SCALE 7 49-3" 10"-3" 11'-0" 11'-0" 16-6" 1'-6" 1-6" L 1-6" 14'-6" 10' " 0-10" 81-6" tuos tot NE 1'-0 12-0 9-0 22-0" BELL EFE 9-6" 12'-0" i | 2'-0" 1 9'-0" 4'-0" 6'-0" 6-2" 3'-0" 12-31 41-5 6-0" + 4'-0" 9-9" 9-7" NORTH 1'-6" 1'-6" 10-11" 26-6 49'-3" ASPHALT SHINGLE ROOFING OPEN 3-0" SOUTH ELEVATION TE D 29-6 : 1: NORTH ELEVATION ASPHALT SHINGLE ROOFING ON BUILDING FELT PAPER ON " PLYWOOD 4X8 ROOF RIDGE BEAM INSULATION CEILING 2X8 ROOF JOIST 16"0/C 12 4 1'-0" +12.09 2X10 FASCIA 2X6 CEILING JOIST 16"0/C 14'-3" 1" (?" IN STANDARDS) STUCCO ON METAL MESH ON BUILDING PAPER ON I" PLYWOOD -2X6 WALL STUD 16"O/C 9-8" 10"-3" 4 INCH CONCRETE SLAB ON GRADE 48'-7" HUU 14.20 10,78 52.0 10.80 9.30 . ENCY 33828382 21"-3" 3.107 CA 7 82.1 HOUS MOH 3,20 ODGORA DVD *** ava HDUZ 24 HUUR HUZ POUR 3.75 3.20 3.80 FOUNDATION PLAN $0.1 ROOF SHTG 2x R.R. PER PLAN B.N. 2x BLKG. E.N. -LAP & SPIKE W (6) 160 (0.N...) CLG. JST. PER PLAN SIMP. "H2.54" @ 32" 0.C. @ RAFTER SHEAR WALL PER PLAN SIMP. 'A35' @ 16" 0.C. MIN. OR PER SHEAR PANEL SCH. B.N. -SIMP. ZSTA24 STRAP @ 32" 0.C. *SIMP. 'HU' HANGER- W SLOPED SEAT OPT. ROOF- SHTG. -2x R.R. PER PLAN *SIMP. 'SSUM -RIDGE BM. * HANGER PER PLAN EITHER HANGER CAN BE USED (U.N.O.) COND. B POST PER PLAN PRO na POST F EXPOSED TO WEATHER S. MHZ POST EHSE PER PAR COWC, SLAB PER PLAN 12 THK. CONC PUD FTC PER PLAN & WBZ MUUFACTUR RLOUREMENTS ISOLATED PAD FOOTING AT SLAB FLOOR 5 NO SCALE HOLAR 25628 HONE TAR 25720 SHEAR MULZ PER PLAN -** POST MAN Ex 5. HO' OR EX SEE PLAN FOR SZE AND LOCATION 2x OR X PT. SUL PER SHEAR CUM SZAB MEK MAH MALL SCH. TIP E -SAMP. STB AR PER MANUFACTURES PASTRUCTIONS 2 44 TOP & 801. EXTEND 36 PAST HO -CONC. FTC: PER PAN DEEPEN FTC AS 3 LUMEN KEUY FOR SP. SSIR AL L3 CLR HOLDOWN AT EXTERIOR FOOTING NO SCAN 6 FASTENERS TO BE EMBEDDED ME NO (COWC FLR. 28 PRE TRE SUL PLT. W SUM. TOP DRIVE FAN 10 OG conc NON-BEARING WALL AT CONCRETE SLAB FLOOR NO SCALE 7 49-3" 10"-3" 11'-0" 11'-0" 16-6" 1'-6" 1-6" L 1-6" 14'-6" 10' " 0-10" 81-6" tuos tot NE 1'-0 12-0 9-0 22-0" BELL EFE 9-6" 12'-0" i | 2'-0" 1 9'-0" 4'-0" 6'-0" 6-2" 3'-0" 12-31 41-5 6-0" + 4'-0" 9-9" 9-7" NORTH 1'-6" 1'-6" 10-11" 26-6 49'-3" ASPHALT SHINGLE ROOFING OPEN 3-0" SOUTH ELEVATION TE D 29-6 : 1: NORTH ELEVATION ASPHALT SHINGLE ROOFING ON BUILDING FELT PAPER ON " PLYWOOD 4X8 ROOF RIDGE BEAM INSULATION CEILING 2X8 ROOF JOIST 16"0/C 12 4 1'-0" +12.09 2X10 FASCIA 2X6 CEILING JOIST 16"0/C 14'-3" 1" (?" IN STANDARDS) STUCCO ON METAL MESH ON BUILDING PAPER ON I" PLYWOOD -2X6 WALL STUD 16"O/C 9-8" 10"-3" 4 INCH CONCRETE SLAB ON GRADE 48'-7" HUU 14.20 10,78 52.0 10.80 9.30 . ENCY 33828382 21"-3" 3.107 CA 7 82.1 HOUS MOH 3,20 ODGORA DVD *** ava HDUZ 24 HUUR HUZ POUR 3.75 3.20 3.80 FOUNDATION PLAN $0.1 ROOF SHTG 2x R.R. PER PLAN B.N. 2x BLKG. E.N. -LAP & SPIKE W (6) 160 (0.N...) CLG. JST. PER PLAN SIMP. "H2.54" @ 32" 0.C. @ RAFTER SHEAR WALL PER PLAN SIMP. 'A35' @ 16" 0.C. MIN. OR PER SHEAR PANEL SCH. B.N. -SIMP. ZSTA24 STRAP @ 32" 0.C. *SIMP. 'HU' HANGER- W SLOPED SEAT OPT. ROOF- SHTG. -2x R.R. PER PLAN *SIMP. 'SSUM -RIDGE BM. * HANGER PER PLAN EITHER HANGER CAN BE USED (U.N.O.) COND. B
