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Home My WebLink About0102.97.5ROOF CONSTRUCTION SHINGLES: GAF CLASS "A" OR EQUAL UJ/ 15" FELT UNDER!- .AYMENT SHEATHING: 1 /i6" FASTENERS: GALV. OR ALUM. ROOFING NAILS W/ PLYGL I P SPACERS TRUSSES: WOOD ENGINEERED METAL PLATE CONNECTED 24" O.G. ENGINEERED BY SUPPLIER GUTTERS 4 I) WNSPOUT5 GUTTERS: 5" OGEE W /SPIKE t FERRULE CONNECTORS, SPACED 48" O.G. MAX DOWNSPOUTS: RECTANGULAR SHAPE, SIZED TO CARRY LOAD. CORNICE CON5TfRUGT I ON MATERIAL: "LOUISIANA PACIFIC INNER SEAL" GUTTER BD: 1"x6" FASCIA 5D- 1 "x8" SOFFIT BD: PREFINISHED HARDBOARD W/ VENTS t SCREENS ( 2 3/8" X 13 1/2" 6 24" O.C. ) WALL CONST -R- GTION FACE BRICK: STANDARD SIZE, GRADE 5W, TYPE FBS W/ RUNNING BOND, CONCAVE JOINT TIES / NAILS: CORROSION RESISTANT CORRUGATED METAL TIES, MIN. 22 GA. 7 /a" WIDE x 8" LONG, FASTEN W/ CORROSION RESISTANT NAILS EVERY 6TH COURSE 6 24" O.0 HORIZONTALLY. FLASHING: CONT. MEMBRANE PLASTIC FLASHING AT BASE OF WALL, FOR1"I WEEP HOLES is 24" O.0 WALL SHEATHING: 5/8" TUFF -R EXTRUDED -FOAM INSULATION BOARD 1/16" O.S.B. CORNERS OR COMPARABLE ALTERNATIVE WOOD STUDS: 2x4 0 16" O.G. UNLESS OTHERWISE NOTED INSULATION: R -13 UNFACED FRICTION FIT BATTS VAPOR BARRIER: 6 MIL POLY ETHYLENE FILM STAPLEED WALL BOARD: 1/2" GYP. FOUNDATION WALLS WALL MATERIAL: 3000 P.S.!. MIN. CONCRETE (* 28 DAYS) F FLASHING REINFORCING: (2) 05 BARS 3 3/4 CONTINUOUS TOP < BOTTOM OF WALL « «P DAMPPROOFING: OR WATERPROOFING - z z HOT SPRAY - W � � APPLIED ASPHALTIC FOUNDATION WATERPROOFING, TWO COAT MIN., , , TAR PATCH WALL TIES t WATERPROOFI ' 5Y .LOCAL LOCAL JURI SZ) I CT I ON5 AS R>=Q D B I I FOOTING DRAINS 4" ROUND SCH 35 PERFORATED DRAIN TILE, COVER W/ 24" MIN. 1" WASHED GRAVEL FILL INSULATION /CE I ING ATTIC INSULATION: R -30 MIN. LOOSE FILL BLOWN, WOOL OR BATTS SAVE BAFFLES: CORRUGATED CARDBOARD STAPLED BETWEEN TRUSSES CEILING FINISH: STANDARD 1/2" GYPSUM WALLBOARD TAPED t FINISHED WALL- R- VALUE5 "IODEL. ENEC r CODE R- VALUE INSIDE AIR FILM 108 1/2" GYPSUM .45 R -13 F15ERGLASS INSUL. 13ZO 5/8" TUFF -R 5.00 AIR SPACE 1.01 4" STANDARD BRICK .44 OUT51DE AIR FILM _1-1 TOTAL 20.15 FLOOR FRAMING FLOOR JOISTS: SIZE < SPACING PER PLANS BAND JOIST: SIZE PER FLOOR JOIST. INSULATED W/ R -13 UNFACED (FRICTION FIT) BATTS 5UBFLOOR SHEATHING: 3/4" T t G ORIENTED STRAND BOARD (O.S.B.) GLUED, NAILED 4 SCREWED PRIOR TO FINISH FLOORING ' UNDERLAYMENT: AS REQUIRED FOR THE FLOOR'S FINISHED PRODUCT TO BE SUPPLIED 4 INSTALLED BY FLOORING CONTRACTOR. FINISHED FLOOR: MATERIAL AS NOTED ON DRAWINGS. FOUNDATION S 1 L L_ PL ATE SILL PLATE: 2x4 PRESSURE TREATED ANCHOR STRAPS: "SIMPSON" MAB 15 a 12" O.G. MAX. t 12" MAX FROM CORNERS OR ENDS OF SILL PLATES. BASEMENT 5L.A SLAB MATERIAL: 3000 PSI MIN. CONC. ' 28 DAYS E 006 MILL VAPOR BARRIER AS REQ'D. BY LOCAL JURISDICTIONS PROVIDE CONTROL JOINTS IN BASEMENT SLAB 9 30' -0" O.C. MAX. EA. WAY MIN. DEPTH 1" PROVIDE 8" WASHED PEA GRAVEL OOF FRAMING SHEATHING: (O.S.B.) - A.P.A. RATED - 1116" 32116" EXP.i A.P.A. JOINT f NAILING REQUIREMENTS FASTENERS: GALV. OR ALUM. ROOFING NAILS A.P.A. PANEL PLYCLIP SPACERS TRUSSES: WOOD ENGINEERED TRUSSES, SIZE, SPACING f TYPE PER PLANS. METAL PLATE CONNECTED 24" O.C. SHEET METAL MATERIALS: PREFINISHED ALUMINUM .032 GA. GUTTERS: 5" OGEE W /SPIKE 12" t FERRULE CONNECTORS, SPACED 48" O.C. MAX DOWNSPOUTS: RECTANGULAR SHAPE, (SIZE TO CARRY LOAD. CONDU.TORS, SPACED AS REQUIRED FOR VOLUUME -- COMPLETE W/ MANUFACTURED ELBOWS, FUNNELS f BAND BRACKETS. 1 CORNICE CON5TRUCT I ON MATERIAL: LP "INNER SEAL" GUTTER BD: 1 "x6" W /CHANNEL FRIEZE BD- 5/4 "x8" SOFFIT BD: PREFINISHED HARDBOARD W/ VENTS AND SCREENS (2 3/8" X 13 1/2" 0 24" O.G.) ROOF 5H ING�. 5 SHINGLES: EQUAL TO GAF CLASS "A" UNDERLAYMENT: ONE PLY 15 " FELT MIN. FASTENERS: GALV. OR ALUM ROOFING NAILS. TRU55 IN5ULAT ION AND CEILING F IN 154 TRUSS INSULATION- R -30 MIN. LOOSE FALL BLOWN, WOOL OR BATTS EAVE BAFFLES: WATER RESISTANT CORRUGATED BETWEEN TRUSSES CEILING FINISH: STANDARD nnQn� 1/2" GYPSUM WALLBOARD 'W/ F.S. RATING 15, SMOKE [;)F-V. RATING 15, IN ACCORDANCE W/ A.S.T.M. E - 84 W L�- CONSTRUCTION SIDING: SEE ELEVATIONS - - WALL SHEATHING: v 5/8" TUFF -R INSULATION PANELS W/ A.P.A. RATED CORNERS MFR Jl ')INT f NAILING SCHEDULE OR THER" 10PLY 1/8" HARDBOARD. WOOD STUDS: 2x4 is 16" O.G. INSUL4 -ION: R -13 UNFACED -- FRICTION FIT BATTS. - vAPO`2 BARRIER: 6 MIL " POL.Y[THYLENE FILM STAPLED WALL 3OARD- 1/2" GYP. d 5/8" TYPE X" WHERE SPECIFIED Z �[L ut FOUNDATION WALLS WALL MATERIAL: 3000 P.S.I. MIN. CONCRETE (4 28 DAYS) REINFORCING= (2) 05 BARS CONTNUOU5 TOP < BOTTOM OF WALL, DAMPPROOFING: HOT SPRAY APPLIED ASPHALTIC FOUNDATION WA RPROOFING, TWO COAT MIN. APPL I GAT I ON. TAR PATCH WALL TIES. F'OT I NG MATERIAL: 3000 PSI MIN. CNC. (m 28 DAYS) FOOTING DRAINS 4" :OUND SIGH 35 PERFORATED DF11N TILE, COVER W/ 24" Mir 1" WASHED GRAVEL FILL WALL_ R- VALUES 1"1ODLNRC►�= GODS R- VALUE INSIDE AIR FILM .68 1/2" GYPSUM .45 R -13 FIBERGLASS �NSUL. 1300 5/8" TUFF -R 5 -00 HARDE304RD SIDING 7`j E. 14 Fi�i� , - - - -- -- - .11 TOTAL 20003 F:L001R' _f=RA1` 1_ING FLOOR JOISTS: SIZE 4 SPACING PER PLANS, MAX. SPACING FCR BRIDGING 8' -0" O.G. BAND JOIST: SIZE PER FLOOR JOIST. INSULATED W/ R -13 UNFACED (FRICTION FIT) BATTS 6UBFLOOR SHEATHING: A.P.A. RATED ST'JRD - I - FLOOR 24" O.C. 3'4" T t G, EXPOSURE -1 ORIENTED STRAND BOARD. FA5TEN' =R5: GLUE t NAIL PER A.P.A. SPECIFICATIONS UNDERLA`10 1ENT: AS REQUIRED POR THE FLOOR'S FIN►SuED PRODUCT v TO BE 5L =PLIED t INSTALLED BY K I FLOORING CONTRACTOR. IFINISHED FLOOR: AS NOTED ON DRAWINGS. FOUNDATION SILL PLATE SILL PLATE: 2x4 P.T. (PRESSURE TREATED,/' ANCHOR STRAPS: "51`1P5ON" % . O.G. MAX. 4 • 12" MAX FR0I`1 CORNERS OR ENDS OF SILL PLATES. 5L AB ON GRADE SLAB MATERIAL: 3000 PSI MIN. GONG. g 28 DAYS —CONTROL JOINTS IN BASEMENTS SLAB: HAND TOOL OR SAWED METHOD, MAX. SPACING FOR LONCsITUDINAI_ t TRANSVERSE JOINTS PER INDUSTRY I STANDARDS. S WALL SECTION DRAWL DATE_ REV No L SHEE FLOOR FRAMING FLOOR JOISTS: SIZE < SPACING PER PLANS BAND JOIST: SIZE PER FLOOR JOIST. INSULATED W/ R -13 UNFACED (FRICTION FIT) BATTS 5UBFLOOR SHEATHING: 3/4" T t G ORIENTED STRAND BOARD (O.S.B.) GLUED, NAILED 4 SCREWED PRIOR TO FINISH FLOORING ' UNDERLAYMENT: AS REQUIRED FOR THE FLOOR'S FINISHED PRODUCT TO BE SUPPLIED 4 INSTALLED BY FLOORING CONTRACTOR. FINISHED FLOOR: MATERIAL AS NOTED ON DRAWINGS. FOUNDATION S 1 L L_ PL ATE SILL PLATE: 2x4 PRESSURE TREATED ANCHOR STRAPS: "SIMPSON" MAB 15 a 12" O.G. MAX. t 12" MAX FROM CORNERS OR ENDS OF SILL PLATES. BASEMENT 5L.A SLAB MATERIAL: 3000 PSI MIN. CONC. ' 28 DAYS E 006 MILL VAPOR BARRIER AS REQ'D. BY LOCAL JURISDICTIONS PROVIDE CONTROL JOINTS IN BASEMENT SLAB 9 30' -0" O.C. MAX. EA. WAY MIN. DEPTH 1" PROVIDE 8" WASHED PEA GRAVEL OOF FRAMING SHEATHING: (O.S.B.) - A.P.A. RATED - 1116" 32116" EXP.i A.P.A. JOINT f NAILING REQUIREMENTS FASTENERS: GALV. OR ALUM. ROOFING NAILS A.P.A. PANEL PLYCLIP SPACERS TRUSSES: WOOD ENGINEERED TRUSSES, SIZE, SPACING f TYPE PER PLANS. METAL PLATE CONNECTED 24" O.C. SHEET METAL MATERIALS: PREFINISHED ALUMINUM .032 GA. GUTTERS: 5" OGEE W /SPIKE 12" t FERRULE CONNECTORS, SPACED 48" O.C. MAX DOWNSPOUTS: RECTANGULAR SHAPE, (SIZE TO CARRY LOAD. CONDU.TORS, SPACED AS REQUIRED FOR VOLUUME -- COMPLETE W/ MANUFACTURED ELBOWS, FUNNELS f BAND BRACKETS. 1 CORNICE CON5TRUCT I ON MATERIAL: LP "INNER SEAL" GUTTER BD: 1 "x6" W /CHANNEL FRIEZE BD- 5/4 "x8" SOFFIT BD: PREFINISHED HARDBOARD W/ VENTS AND SCREENS (2 3/8" X 13 1/2" 0 24" O.G.) ROOF 5H ING�. 5 SHINGLES: EQUAL TO GAF CLASS "A" UNDERLAYMENT: ONE PLY 15 " FELT MIN. FASTENERS: GALV. OR ALUM ROOFING NAILS. TRU55 IN5ULAT ION AND CEILING F IN 154 TRUSS INSULATION- R -30 MIN. LOOSE FALL BLOWN, WOOL OR BATTS EAVE BAFFLES: WATER RESISTANT CORRUGATED BETWEEN TRUSSES CEILING FINISH: STANDARD nnQn� 1/2" GYPSUM WALLBOARD 'W/ F.S. RATING 15, SMOKE [;)F-V. RATING 15, IN ACCORDANCE W/ A.S.T.M. E - 84 W L�- CONSTRUCTION SIDING: SEE ELEVATIONS - - WALL SHEATHING: v 5/8" TUFF -R INSULATION PANELS W/ A.P.A. RATED CORNERS MFR Jl ')INT f NAILING SCHEDULE OR THER" 10PLY 1/8" HARDBOARD. WOOD STUDS: 2x4 is 16" O.G. INSUL4 -ION: R -13 UNFACED -- FRICTION FIT BATTS. - vAPO`2 BARRIER: 6 MIL " POL.Y[THYLENE FILM STAPLED WALL 3OARD- 1/2" GYP. d 5/8" TYPE X" WHERE SPECIFIED Z �[L ut FOUNDATION WALLS WALL MATERIAL: 3000 P.S.I. MIN. CONCRETE (4 28 DAYS) REINFORCING= (2) 05 BARS CONTNUOU5 TOP < BOTTOM OF WALL, DAMPPROOFING: HOT SPRAY APPLIED ASPHALTIC FOUNDATION WA RPROOFING, TWO COAT MIN. APPL I GAT I ON. TAR PATCH WALL TIES. F'OT I NG MATERIAL: 3000 PSI MIN. CNC. (m 28 DAYS) FOOTING DRAINS 4" :OUND SIGH 35 PERFORATED DF11N TILE, COVER W/ 24" Mir 1" WASHED GRAVEL FILL WALL_ R- VALUES 1"1ODLNRC►�= GODS R- VALUE INSIDE AIR FILM .68 1/2" GYPSUM .45 R -13 FIBERGLASS �NSUL. 1300 5/8" TUFF -R 5 -00 HARDE304RD SIDING 7`j E. 14 Fi�i� , - - - -- -- - .11 TOTAL 20003 F:L001R' _f=RA1` 1_ING FLOOR JOISTS: SIZE 4 SPACING PER PLANS, MAX. SPACING FCR BRIDGING 8' -0" O.G. BAND JOIST: SIZE PER FLOOR JOIST. INSULATED W/ R -13 UNFACED (FRICTION FIT) BATTS 6UBFLOOR SHEATHING: A.P.A. RATED ST'JRD - I - FLOOR 24" O.C. 3'4" T t G, EXPOSURE -1 ORIENTED STRAND BOARD. FA5TEN' =R5: GLUE t NAIL PER A.P.A. SPECIFICATIONS UNDERLA`10 1ENT: AS REQUIRED POR THE FLOOR'S FIN►SuED PRODUCT v TO BE 5L =PLIED t INSTALLED BY K I FLOORING CONTRACTOR. IFINISHED FLOOR: AS NOTED ON DRAWINGS. FOUNDATION SILL PLATE SILL PLATE: 2x4 P.T. (PRESSURE TREATED,/' ANCHOR STRAPS: "51`1P5ON" % . O.G. MAX. 4 • 12" MAX FR0I`1 CORNERS OR ENDS OF SILL PLATES. 5L AB ON GRADE SLAB MATERIAL: 3000 PSI MIN. GONG. g 28 DAYS —CONTROL JOINTS IN BASEMENTS SLAB: HAND TOOL OR SAWED METHOD, MAX. SPACING FOR LONCsITUDINAI_ t TRANSVERSE JOINTS PER INDUSTRY I STANDARDS. S WALL SECTION DRAWL DATE_ REV No L SHEE