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HomeMy WebLinkAbout0611.01 Building Plansf 27"X27" 1/ 1 L 1-- 2511 SID�V�I�L 2-7 ADDRESS BLOCK ON BOTH SIDES OF MAIL BOX. �I011111010I�WN ■I011,020 wim IN MEN ■I■ ■■ IN Elm ME Elm ME 2511 FRONT CORBEL , F- — — — — -1----RELEASED FOR CONSTRUCTION SubJect to con*II lance with SII Reg+alationo BRICK I of State and Local Codes COLUMN I DEPT OF COMMUNITY SERVICES ITY OF CARMEL If CLAY TOWNSHIi L INDIANA GURB MAI A 7A TIMBERLINE 5HIN&LE5-- TIMBERLINE 5HIN6L x/16" ROOF 5HEATHIN -7/I6" ROOF 5HEATHI ALUMINUM ---ALUMINUM EDGE METAL EDGE METAL 2 �v I" x 8" ROUGH SAWN I" x 8" ROUGH SAWN I"x8"OR III x12" BLOCK A5 5/8" SHEA' TRU55 BE r TIMBERLINE 5HIN&LE5- x/16" ROOF 5HEATHIN& *NOTE: ADJ. HEEL HE16HT ON 12/12 SLOPE TO MATCH q/12 ALUMINUM EDGE METAL III x8" FASCIA VENTED HARDI SOFFIT 2x4 LOOKOUT - In I" x 8' EF 15 TRU5� 5/8" E W ciC) mm SAKE RAKE I -A D�T� I L � -� DETAIL SCALE: I 1/2"=I' -O" SCALE: 1 1/2"=I' -O" TIMBERLII -7/16" RO< *NOTE: ADJ. HEEL HEIGHT Lu ON 12/12 SLOT UTO MATCH G/ ALUM I NUI - EDGE ME I"x8" FASC I A VENTED SOFFIT 2x4 LOC MOLD I"x8"OR J I x8 C I" x 12" 1" x 12" BLOCK AS REQ. 5/8" SHEATHING 5/8" SHE 2x4 STUD W/ INSUL. 2x4 STU EAVE EAVE 2- IDETAIL- 2-E3 DETA I L - SCALE: I"= I' -O" SCALE: I"= I' -O" 1 N GARAGE PLATE FIRST FLOOR TRIM- FASIGA I "x8" SUB FASG I A I "x8" RAKE I "x8" SUB RAKE I "x8" GORNER BOARD 1"x6" WINDOW TRIM I"x4" (WHERE SHOWN) WINDOW HEADS AS SHOWN SIDING- EFIS - MASTER WALL FLASHING- ALL VERTICAL INTERSECTIONS TO ROOF MIN. 6" EAGH WAY MASONRY- BRIGK SHINGLES- TIMBERLINE SHIN6LE5 W/SHINGLE OVER R106E VENT. ALUMINUM EDGE METAL SHINGLE OVER CONT. RIDGE VENT TIMZTIMBERLINE 12 SHINGLES W/ #30 BUILDING N FELT ON 7/16" ROOF SHEATHING 12 7 12 •". FI D FI ED I2 - - - - - - EFTS 1212 12 12 =rort ( - \,/ // ( � �" t, 1' 0 r i SGALE: 1/411 = 1'-0" Elm W 12 �12 N DOR R PLATE —� SEGOD FLOOR FIRSII FLOOR ACCENT BRICKNALL SOLDIER COURS, I :T -Q I ARCHES & SILLS in I I SHINGLE OVER CONT. RIDGE VENT REGESSED PANEL -1 12 12 2 GOAT SYNTHETIG 112 E.I.F.S. SYSTEM 12 12112 ZTIMBE LINE SHINGLES W/ #30 BUILDING N N - FELT ON -1/16" ROOF SHEATHING - - - - -P ATE - - - - - - - - - - - - 12 F- 12 12 EFTS 12 12i r FLASHING PAT. i - - L --------- J FRAME CHIMNEY CHASE - 40" X 26" OUTSIDE DIM. 12 TOP (9 24" TALLER THAN 12 RIDGE. HEEL _S GG v— - - - - - - - - - - -------------- -- USI 1 NO( ITT / FIXED FIXED \ / FIXED FIXED \ / FIXED FIXED \ 11L-11 U 11 SCALE: 1,4. - o �a QIq *NOTE: ADJ. HEEL HEIGHT ON 12112 SLOPE TO MATGH q/12 FASG I A HEIGHT. *NOTE: ADJ. HEEL HEIGHT ON 12/12 SLOPE TO MATGH q/12 FASGIA HEIGHT. A IN404"o 40vmmw I'I DRAWN BY DMH CHECKED BY RLH DATE 05/16/01 SHEET NO. 1 SHINGLE OVER CONT. RIDGE VENT 12 ------------------------------------ q N N ZTIMBERLINE SHINGLES W/ #30 BUILDING FELT ON x/16" ROOF SHEATHING7 mom "Am TRIM— FASIGA 1"x8" 1w • ry SUB FASGIA 1"x8" RAKE I "x8" SUB RAKE I "x8" CORNER BOARD 1"x6" WINDOW TRIM 1"x4" (WHERE SHOWN) WINDOW HEADS AS SHOWN SIDING— PRIMED SMOOTH HARDI SIDING W/ 6" EXF FLASHING— ALL VERTICAL INTERSECTIONS TO ROOF HEEL HE I CHT MIN. 6" EACH WAY MASONRY— BRIGK SHINGLES— TIMBERLINE SHINGLES W/SHINGLE OVER R TO MATGH c-02 VENT. ALUMINUM EDGE METAL PLATE 5EGOND FLOC PLATE BRACKETS GUT FROM - 8 X 8 CEDAR TIMBERS 12 SHINGLE OVER CONT. RIDGE VENT 12 -------------------------------- Gq LTIMBERLINE SHINGLES W/ #30 BUILDING FELT ON -7/16" ROOF SHEATHING N I2 N q r `— BRACKETS GUT FROM 8 X 8 CEDAR TIMBERS 0 513 SGALE: 1/4" = 1'-0" wo 1111 keO>- \,// t 0� rl HEEL SECOND FLOOR + PLATE 0 FIRST RAGE PLATE +NOTE : ADJ . D� RAw>v BY HEEL HE I CHT DMH ON 12/12 SLOPE CHECKED BY RLH TO MATGH q/12 DATA OS/I6/OI FASG I A HE I CHT. SHEET NO. 2 1w • ry *NOTE: ADD HEEL HE I CHT c � ON 12112 SLOPE TO MATGH c-02 FASG I A HE 1 CHT. +NOTE : ADJ . D� RAw>v BY HEEL HE I CHT DMH ON 12/12 SLOPE CHECKED BY RLH TO MATGH q/12 DATA OS/I6/OI FASG I A HE I CHT. SHEET NO. 2 C FOUNDATION NOES I. ALLOWABLE SOIL PRESSURE 2000 P F. 2. FLOOR SLAB AREAS TO BE GOMPA ED OCK TO a5% MAX. DRY DENSITY. 8" DEEP 5. STANDARD BASEMENT AND GARAGE SLAB TO BE 4" CONCRETE ON 4" OF GRAVEL FILL. 4. STRUCTURAL GONGRETE FOOTING TO BE 2500 PI, SLABS 5500 PSI. 5. BOTTOM OF ALL FOOTINGS TO BE S T BELOW LOCAL FROST LINE. SEE DET ILS. 6. PROVIDE ANCHOR BOLTS 1/2" DIA. x " STARTING (9 6" FROM EACH GORNER 6-0" O.G. AND AT EACH SIDE OF ALL OPENING , MIN. (2) PER PIEGE OF SILL. 6. GRAWL SPACE ONLY A. PROVIDE MIN. 4" PEA GRAVEL 0R 6 MIL. POLY VAPOR BARRIER. B. DEPTH OF GRAWL TO BE MIN. 2'- BETWEEN BOTTOM OF JOIST TO G' AVEL. FIN. FLR_ _ FI FLR_ 4 x4 BRIGK LEDGE GARAGE SLAB BLOCK -� BLOCK PERIMETER INSUL. 1 16"x8" DEEP 6"x8" DEEP OGONG. FOOTING O GONG. FOOTING I 2 FIN. FLR_ _ PERIMETER INSUL. BLOGK - m - _� 16"x8" DEEP OGONG. FOOTING FIN. FLR_ _ GARAGE SLAB 4"x4" BRICK LEDGE BLOCK 16 "x8" DEEP OGONG. FOOTING A. FLR. PORCH SLAB 4"x8" BRIGK LEDGE BLOCK 16"x8" DEEP GONG. FOOTING 4 FIN. FLR_ _ RAGE SLAB ,r6A OCK 8" DEEP NG. FOOTING FOUNDATION SEC=TIONS SCALE: 1/4"=I' -O" 1 SCALE: 1/4"=l'-0" SOD TOTAL YARD J mi ON ow �m = N N x a m DRAWN BY DMH CHECKED BY RLH DATE 05/1(0/01 SHEET NO. 3 STAGGER W/ UPPER OF STEP W/ WOOD °L /4" TF ;A: R51 :IN( ELEVATION ni SCALE: 1/4"=I' -O" GYP. BOARD 3/4" VENEER PLYWOOD PANEL MOLDING _ 4 I/4" GROWN MOLDING ON BLOGK I NG 2 I/2" CASING O Ix6 u- TILE FACE O Fire FIaGe Molding SCALE: 1 1/2" = 1'-0" 1 14'-b;" DL N Grown on top ELEVATION (Z SCALE: 1/4"=I' -O" 0 2 Arch D tail 3 SCALE: I/4 = I' -O" SCALE: 1/4" = 1'-0" H I NDOVA SGHEDULE WINDOW NO. R.O. WI DTH R.O. HE 16TH 2(147-2 58 3/4" 47 3/4" 5x25 59 3/4" 25 3/4" 2(135-2 58 3/4" 35 3/4" 2541 25 3/4" 41 3/4" 2571 25 3/4" 71 3/4" 355(1 35 3/4" 5q 3/4" 3553-2 70 3/4" 53 3/4" 355q ARCH 35 3/4" 5q 3/4" 3525 355q 35 3/4" 84 3/4" 3525-2 355(1-2-70 3/4" 84 3/4" 2(147 2(147 2q 3/4" q4 3/4" 2(147 2(12(1 2q 3/4" 76 3/4" 2g5q-2 ARCH 58 3/4" 5q 3/4" 2q 12 ARCH 2(15(1 2q 3/4" 76 3/4" 5812 ARCH 2g5q-2 58 3/4" 7q 1/4" 3025 3081 30 3/4" 106 7/5" 2647-2 58 3/4" 47 3/4" SQUARE FOOTAGES*0 MAIN FLOOR: 2274 SECOND FLOOR: 860 UNFINISHED 225 PORCH: 60 GARAGE: 582 .,mml Soo DRAWN BY DMH CHECKED BY RLH DATE 05/16/01 SHEET NO. 4 mi mi ON 0(4 ■ J � M ' c N �s Soo DRAWN BY DMH CHECKED BY RLH DATE 05/16/01 SHEET NO. 4 *NOTE: SCJ. 5eCtlOn HEEL HEIGHT ON I?/I2 SLOPE TO M/zLxTGH q%12 FASG I /N HE 1C-�HT EAVE SCALE: I/8" = 1'-0" 11 ALL WALLS THAT SEPARATE ATTIC SPACE FROM LIVING SPACE MUST uAX/C GneKA 9tneQn ADDI inn 12 —I q MASTER BEDROOM BR. #3 CLOSET SLOPE GLC. DEN .I. @ 12/12 = BR. #3 BATH HALL MASTER BEDROOM BR. #3 CLOSET DEN DEN FIRST FLOOR GABLE ROOF ONLY WHEN OPTIONAL BR. #3 USED uj Lu Q� —J ni EAVE LL SII - kNw- W N a rdf-10 � � BoRe ROOM Roos SCALE: I/8" = 1'-0" GARAGE SLAB sect I ®� I®� SCALE: V5" = 1'-0" SCALE: 1/8" = 1'-0" Section 4 SCALE: I/8" = 1'-0" SCALE: 1/8" = 1'-0" 6 J J em FRAMER NOTES: 3 1. BEVEL CUT ALL TRIM BOARDS DOWNWARD M 2. OSB ON ALL GARAGE WALLS i=■ 3. OSB CEILING OF ALL PORCHES 4. 3 SHIMS PER WINDOW PER SIDE 5. SET TOP OF WINDOWS NEXT TO PATIO DOOR FLUSH WITH TOP OF DOOR 6. INSTALL ENGINEERED FLOOR SYSTEM PER PROVIDED LAYOUT BY SUPPLIER 7. JOIST HANGERS TO BE NAILED IN EVERY HOLE 8. INSTALL ROOF TRUSS SYSTEM PER PROVIDED LAYOUT BY SUPPLIER 9. GIRDER TRUSSES TO BE NAILED ACCORDING TO SPECIFICATIONS Q 10. ANY WALL OVER 10' TALL, EXTERIOR WALLS AND BEARING WALLS NEED BLOCKING AT 6' 11. ANY EXTERIOR WALLS ON CORNERS NEED Q BLOCKING AT THE SEAMS 12. TOP AND ENDS OF BULKHEADS TO BE PLYWOOD IF ATTIC SPACE IS ABOVE 13. BACK AND ENDS OF BULKHEADS TO BE PLYWOOD IF THERE IS A FLOOR ABOVE 14. BLOCK THE TOP OF TRAY CEILINGS DRAWN BY 15. FIRE BLOCK ALL CAVITIES LEADING TO ATTIC SPACE VMH 16. ALL WALLS THAT SEPARATE ATTIC SPACE FROM CHECRLH KED BY LIVING SPACE MUST HAVE FOAM BOARD APPLIED DATE TO THE ATTIC SIDE OF THE WALL 05/Ib/0I 17. FRAMER TO PRVIDE A PLYWOOD SHEET NO. WALKWAY TO ALL FALSE DORMERS 9 BR. #3 -1 1/2" I-JO15T DEN Section 4 SCALE: I/8" = 1'-0" SCALE: 1/8" = 1'-0" 6 J J em FRAMER NOTES: 3 1. BEVEL CUT ALL TRIM BOARDS DOWNWARD M 2. OSB ON ALL GARAGE WALLS i=■ 3. OSB CEILING OF ALL PORCHES 4. 3 SHIMS PER WINDOW PER SIDE 5. SET TOP OF WINDOWS NEXT TO PATIO DOOR FLUSH WITH TOP OF DOOR 6. INSTALL ENGINEERED FLOOR SYSTEM PER PROVIDED LAYOUT BY SUPPLIER 7. JOIST HANGERS TO BE NAILED IN EVERY HOLE 8. INSTALL ROOF TRUSS SYSTEM PER PROVIDED LAYOUT BY SUPPLIER 9. GIRDER TRUSSES TO BE NAILED ACCORDING TO SPECIFICATIONS Q 10. ANY WALL OVER 10' TALL, EXTERIOR WALLS AND BEARING WALLS NEED BLOCKING AT 6' 11. ANY EXTERIOR WALLS ON CORNERS NEED Q BLOCKING AT THE SEAMS 12. TOP AND ENDS OF BULKHEADS TO BE PLYWOOD IF ATTIC SPACE IS ABOVE 13. BACK AND ENDS OF BULKHEADS TO BE PLYWOOD IF THERE IS A FLOOR ABOVE 14. BLOCK THE TOP OF TRAY CEILINGS DRAWN BY 15. FIRE BLOCK ALL CAVITIES LEADING TO ATTIC SPACE VMH 16. ALL WALLS THAT SEPARATE ATTIC SPACE FROM CHECRLH KED BY LIVING SPACE MUST HAVE FOAM BOARD APPLIED DATE TO THE ATTIC SIDE OF THE WALL 05/Ib/0I 17. FRAMER TO PRVIDE A PLYWOOD SHEET NO. WALKWAY TO ALL FALSE DORMERS 9 00 I co PER 12 MANUFACTURED TRUSSES @ 2'-0" O.C. ELEV. F_ OR RAFTERS PER PLAN FIBERGLASS SHINGLES 30# FELT 7/16" WAFER BOARD R-38 BLOWN INSULATION 1"x6" FASCIA BOARD 1/2" DRYWALL 2"x6" GUTTER BOARD 2x4 DBL. TOP PLATE . 3/8" R/S PLYWOOD 2x4 STUD ® 16" O.C. SOFFIT BOARD R-13 FIBERGLASS INSULATION 2"x4" BLOCK 1/2" DRYWALL VAPOR BARRIER R-4.40 5/8" RIGID INSULATIO COMPOSITE R -VALUE = 19 (TYP. ) SIDING PER SPEC. 2"x4" SOLE PLATE _� 3/4" PLYWOOD, GLUED & NAILED BAND BOARD 9 1/2" I -JOIST #2 S.Y.P. KD 24" O.C. 2"x6" CCA SILL PLATE 3/8" x 18" ANCHOR BOLT 8" THICK POURED CONC. FOUNDATION WALL (HEIGHT PER SPECS.) TUFF -N -DRY RIGID INSULATION 4" PERFERATED DRAIN PIPE 11 1 4" CONC. SLAB : GRANULAR FILL _ ............................... . 8"x16" CONT. POURED CONC. FOOTING WALL DETAIL W/BASEMENT WALLS: STILL AIR INTERIOR .68 DRYWALL .45 BATT INSULATION 15.00 8" CLEARANCE METAL FLUE 5/8" R—BOARD 4.40 (2) 2x8 HEADER S I D I N6 I.00 AIR TENSION EXT. .17 TOTAL 1q.-70 FIREPLACE DETAIL 8" CLEARANCE METAL FIREPLACE ;OMB. AIR FROM OUTSIDE GEILING: STILL AIR INSIDE .17 BLOWN INSULATION 58.00 TOTAL 38.17 GRAWL: STILL AIR INSIDE .17 DRAPPED 5 1/2" BATTS 11.00 8" BLOCK .110 TOTAL 12.07 COMPOSITE R -VALUE Homes By John McKenzie 6z MANUFACTURED TRUSSES @ 2'-0" O.C. PER12 OR RAFTERS PER PLAN ELEV. FIBERGLASS SHINGLES 30# FELT 7/16" WAFER BOARD 1"x6" FASCIA BOARD R-38 BLOWN INSULATION 2"x6" GUTTER BOARD 1/2" DRYWALL 3/8" R/S PLYWOOD 2x4 DBL. TOP PLATE SOFFIT BOARD 2x4 STUD ® 16" O.C. 1x4 FRIEZE BOARD R-13 FIBERGLASS INSULATION 2x4 BLOCK 1/2" DRYWALL VAPOR BARRIER BRICK VENEER Zj��2"x4" SOLE PLATE 3/4" PLYWOOD, GLUED & NAILED 2x4 CCA SILL PLATE (1) COURSE OF 9 1/2- I -JOIST #2 S.Y.P. RD 24" O.C. 806 "L" BLOCK BAND BOARD GRADE— 3/8" x 18" ANCHOR BOLT 1/2" RIGID INSUL. (R-7.5 MIN) DO NOT USE BEADBOARD (3) COURSES OF 8"x16" CONC. BLOCK `V 8"x16" CONT. POURED CONC. FOOTING GRANULAR FILL 0001I WALL SECTION ON CRAWL 12 MANUFACTURED TRUSSES (9 2'-0" O.C. ELERV. OR RAFTERS PER PLAN FIBERGLASS SHINGLES 30# FELT 7/16" WAFER BOARD xM R-38 BLOWN INSULATION 1"x6" FASCIA BOARD 1/2" DRYWALL 2"x6" GUTTER BOARD 2x4 DBL. TOP PLATE 3/8" R/S PLYWOOD 2x4 STUD @ 16" O.C. SOFFIT BOARD R-13 FIBERGLASS INSULATION 1"x4" FRIEZE BOARD 2x4 BLOCK 1/2" DRYWALL VAPOR BARRIER 00 T 00 R-4.40 5/8" RIGID INSULATION BRICK VENEER WOOD BASEBOARD O CCA BOTTOM PLATE 4" CONC. SLAB 3/8" x 18" ANCHOR BOLT 6 MIL. VAPOR BARRIER © 48" O.C. RIGID INSULATION 2"x2' CONT, GRANULAR FILL 00 "L" CONC. BLOCK I N 8" CONC. BLOCK 12"x24" POURED CONC. FOOTING WALL SECTION ON SLAB DRAWN BY xxx CHECKED BY xxx DATE xNxx SHEET NO.