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ROOF CON5TRUCTION SHINGLES: GAF CLASS "A" OR EQUAL W/ 15" FELT UNDERLAYMENT SHEATHING: 1116" FASTENERS: GALV. OR ALUM. ROOFINrY tieii W/ PLYCLIP SPACERS TfRU$$F5- IOOP FNGINFFRFP METAL PLATE CONNECTED 24" O.C. ENGINEERED BY SUPPLIER GUTTERS 4 DOWNSfi ='C GUTTERS: 5" OGEE W /SPIKE t FERRULE CONNECTORS, SPACED 48" O.C. MAX DOWNSPOUTS: RECTANGULAR SHAPE, SIZED TO CARRY LOAD. CORNICE CON5TRUCI MATERIAL: "LOUISIANA PACIFIC INNE GUTTER BD: 1"x6" FASCIA BD: 1"x8" SOFFIT BD: PREFINISHED HARDBOAF VENTS t SCREENS (23/8 "X131/2" w24 "O. WALL CONSTRUCTION FACE BRICK: STANDARD SIZE, GRADE SW, TYPE FB5 W/ RUNNING BOND, CONCAVE JOINT TIES / NAILS: CORROSION RESISTANT CORRUGATED METAL TIES, MIN. 22 GA. 1 /8" WIDE x 8" LONG, FASTEN W/ CORROSION RESISTANT NAILS EVERY 6TH COURSE 0 24" O.0 HORIZONTALLY. FLASHING: GONT. ME_ M5RANE PLASTID FLASHING AT BASE OF WALL, FORM WEEP HOLES 0 24" O.0 WALL SHEATHING: 5/8" TUFF -R EXTRL FOAM INSULATION BOARD -1116" 0,5,E OR COMPARABLE ALTERNATIVE WOOD STUDS: 2x4 • 16" O.C. UNLESS OTHERWISE NOTED INSULATION: R -13 UNFACED FRICTION FIT BATTS VAPOR BARRIER: 6 MIL POLYETHYLENE FILM STAPLED WALL BOARD: 1/2" GYP. I=OUNDAT I ON . WALL5 WALL MATERIAL: 3000 P.S.I. MIN. CONCRETE (* 28 DAYS) REINFORCING: (2) 05 BARS CONTINUOUS TOP t BOTTOM OF WALL DAMPPROOFINGi: OR WATERPROOFIN HOT SPRAY APPLIED ASPHALTIC FOUNDATION WATERPROOFING, TWO COAT MIN., TAR PATCH WALL TIES t WATERPROc AS REQ'D. BY LOCAL JURISDICTION FOR FOUNDATION WALLS 8' -8" TALL 10" WALL TO BE STANDARD FOOTING MATERIAL. 3000 PSI MIN. CONC, (e 28 DAYS) FOOTING WIDTH: HAMILTON CO. - 16" BUTLER CO. - 18" CLESVOUNT CO.- 20 FOOTING DRAINS 4" ROUND SCH 35 PERFORATED DRAIN TILE, COVER W/ 24" MIN. i" WASHED GRAVEL FILL 3/4" =1' -0" IN5ULSAT ION/GE I L INCA ATTIC INSULATION: R -30 MIN. LOOSE FILL BLOWN, WOOL OR BATTS SAVE BAFFLES: CORRUGATED CARDBOARD STAPLED BETWEEN TRUSSES CEILING FINISH: STANDARD 1/2" G T f=SUM WALLBOARD TAPED t FINISHED I WALL_ R- VALUES I"101DEL. ENERC;'*T- CODE R -VALUE INSIDE AIR FILM .68 1/2" GYPSUM .45 R -13 FIBERG=LASS INSUL. 13.00 5/8" TUFF -R 5.00 AIR SPACE 1.01 4" STANDARD BRICK .44 OUTSIDE AIR FILM .I7 TOTAL 2015 FLOOR I= RA1"IING FLOOR JOISTS: SIZE t SPACING PER PLANS BAND JOIST: SIZE PER FLOOR JOIST. INSULATED W/ R -13 UNFACED (FRICTION FIT) BATTS SUBFLOOR SHEATHING: 3/4" T t G ORIENTED STRAND BOARD GLUED, NAILED < SCREWED PRIOR TO FINISH FLOORING UNDERLAYi"1ENT. AS REQUIRED FOR THE FLOOR'S FINISHED PRODUCT TO BE SUPPLIED < INSTALLED BY FLOORING CONTRACTOR. FINISHED FLOOR: MATERIAL AS NOTED ON DRAWINGS. POUND AT I ON SILL PL ATE SILL PLATE: 2x4 PRESSURE TREATED ANCHOR STRAPS: "SIMPSON" MAB 15 6 -12" O.G. MAX. t 12" MAX FROM CORNERS OR ENDS OF SILL PLATES. 5ASEMENT 5L A SLAB MATERIAL: 3000 PSI MIN. CONC. w 28 DAYS t .006 MILL VAPOR BARRIER AS REQ'D. BY LOCAL JURISDICTIONS PROVIDE CONTROL JOINTS IN BASEMENT SLAB 6 30' -0" O.C. MAX. EA. WAY MIN. DEPTH 1" PROVIDE 8" WASHED PEA GRAVEL 00P FRAM ING SHEATHING: (O.S.B.) -A.PA. RATED - -1116" 32116" EXP.i A.P.A. JOINT *NAILING REQUIREMENTS FASTENERS: GALV. OR ALUM. ROOFING NAILS A.P.A. PANEL PLYCLIP SPACERS TRUSSES: WOOD ENGINEERED TRUSSES, SIZE, SPACING s TYPE PER PLANS. METAL PLATE CONNECTED 24" O.C. SHEET METAL MATERIALS: PREFINISHED ALUMINUM 1032 GA. GUTTERS: 5" OGEE W /SPIKE t FERRULE CONNECTORS, SPACED 48" O.C. MAX DOWNSPOUTS: RECTANGULAR SHAPE, (SIZE TO CARRY LOAD. CONDUCTORS, SPACED AS REQUIRED FOR VOLUUME COMPLETE W/ MANUFACTURED ELBOWS, FUNNELS } BAND BRACKETS. CORN (CE CONSTRUCT I c 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" 11D 24" O.C.) WALL. CONSTRUCTION SIDING: SEE ELEVATIONS WALL SHEATHING: 5/5" TUFF -R INSULATION PANELS' W/ A.P.A. RATED CORNERS MFR JOINT *NAILING SCHEDULE OR THER" 10PLY 1/8" HARDBOARD, WOOD STUDS: 2x4 is 16" O.C. INSULATION: R -13 UNFACED FRICTION FIT BATTS. VAPOR BARRIER: 6 MIL POLYETHYLENE FILM STAPLED WALL BOARD: 1/2" GYP. t 5/8" TYPE "X" WHERE SPECIFIED FOUNDATION WALLS WALL MATERIAL: 3000 P.S.I. MIN. CONCRETE (tv 28 DAYS) REINFORCING: (2) 05 BARS CONTINUOUS TOP t BOTTOM OF WALL. DA1" iPPROOFING: HOT SPRAY APPLIED ASPHALTIC FOUNDATION WATERPROOFING, TWO COAT MIN. APPLICATION. TAR PATCH WALL TIES. I=00T ING MATERIAL: 3000 PSI MIN. CON(. ('s 28 DAYS) FOOTING DRA IN5 4" ROUND SCH 35 PERFORATED DRAIN TILE, COVER W/ 24" MIN. 1" WASHED GRAVEL FILL 00F SHINGLES MINGLES: EQUAL TO GAF LASS 11,411 " gDERLAYMENT: ONE PLY " FELT MIN. �STENERS: GALV. OR ALUM OOFING NAILS. RU55 IN5ULATION AND EILING FINISH J55 INSULATION: R -30 MIN. 05E FILL BLOWN, WOOL OR BATTS VE BAFFLES: WATER RESISTANT lRRUGATED BETWEEN TRUSSES ILING FINISH: STANDARD GYPSUM WALLBOARD W/ RATING 15, SMOKE DEV, TING 15, IN ACCORDANCE A.S.T.M. E - 84 ALL R- VALUES DDEL ENERGY CODE R -VALUE IDE AIR FILM ,68 GYPSUM .45 3 FIBERG=LASS INSUL. 1300 " TUFF - R 5.00 RD50ARD SIDING .19 'SIDE AIR FILM 11 TOTAL 20.09 .00R FRAMING FOR JOISTS: SIZE < SPACING Z PLANS, MAX. SPACING FOR DGING 8' -0" O.C. 4D JOIST. SIZE PER FLOOR 3T. INSULATED W/ R -13 4CED (FRICTION FIT) BATTS FLOOR SHEATHING: A.PA. 'ED STUDD - I - FLOOR O.C. 3/4" T t G, EXPOSURE -1 )B.) ORIENTED STRAND BOARD. TENERS: GLUE t NAIL A.P.A. SPECIFICATIONS ERLAYMENT: AS REQUIRED FOR FLOOR'S FINISHED PRODUCT BE SUPPLIED s INSTALLED BY ORING CONTRACTOR. 3H15D FLOOR: AS NOTED ON %WINGS. >UND AT I ON SILL RL ATE PLATE: 2x4 P.T. =SSURE TREATED) HOR STRAPS: "SIMPSON" 15 B 3' - 6 " O.C. MAX, t IAX FROM COMERS OR, S OF SILL PLATES. AB ON GRADE B MATERIAL: 3000 PSI CONC. ® 28 DAYS TROL JOINTS IN BASEMENTS SLAB: D TOOL OR SAWED METHOD, MAX. CING FOR LONGITUDINAL ANSVERSE JOINTS PER INDUSTRY JDARDS. ON SIDINCs WALL SECTIC © 1994 ZARING HOMES, INC. ALL RIGHTS RESERVED. J �O w� z the Quakty euU"r ZARING co coo co •r M Ln rn N •r N Ln WT e Q a z z_ HIS z z U cl D Y Q Z cr N °o M DRAWN BY: DATE 11/1/94 REV No DATE PLAN N0. ` e PLAN N0. `