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HomeMy WebLinkAboutA000.3PLOTTED: June 13, 2017 / SCA / 2596-IN-GENEVA-EC01.DWG A3-EC01 1FB.3 Eu r o C o u n t r y 2 C a r S i d e E n t r y Ele v a t i o n s a n d R o o f P l a n I n d i a n a D i v i s i o n 11 5 9 0 N o r t h M e r i d i a n S t r e e t , S u i t e 5 3 0 C a r m e l , I n d i a n a 4 6 0 3 2 102/05/2016PLAN REVISIONS........................ PLAN NAME SHEET PRODUCTION MANAGER DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN ID GARAGE HANDING REV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: (c) Copyright Pulte Home Corporation - 2017 Joel Hampshire3/30/2015 GARAGE LEFT 2596-Geneva 1836.0000 -- 06/13/2017 8:12 2030 FX 14:12 14:12 12:12 8:12 \A1;7'-10{\H0.750000x;\S1#4;}"\A1;7'-1{\H0.750000x;\S1#4;}" \A1;3'-6"\A1;MIN. \A1;2'-6"\A1;3'-0" 6:12 \A1;5'-9" \A1;3'-0" \A1;1'-0" 2030 FX 2030 FX \A1;2'-1"\A1;3'-1" \A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}" \A1;7'-11{\H0.750000x;\S1#2;}" TOP OF PLATEWINDOW HEAD HGT. TOP OF FLOORTOP OF FOUNDATION ARCH SOLDIER COURSE, PER SPEC 18"x72" PANEL SHUTTERS, PER SPEC ROOF SHINGLES, PER SPEC 8" FASCIA, PER SPEC 10" FRIEZE, PER SPEC 4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPEC BRICK SOLDIER COURSE, PER SPEC 1x3 OVER 8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC BRICK VENEER, PER SPECSTONE SILL, PER SPEC STONE VENEER, PER SPEC METAL ROOF,\PPER SPEC 1214 1214 1214 1214 SHAKE SIDING, PER SPEC12"x36" PANEL SHUTTERS, PER SPEC 12"x24" ARCH TOP LOUVER, PER SPECBRICK ROWLOCK, PER SPEC SCALE:FRONT ELEVATION1/4" = 1'-0"- BRICK ROWLOCK OVER SOLDIER COURSE BLACKOUT WINDOW, TYP.METAL ROOF, PER SPEC 4" FRIEZE, PER SPEC 8" SQUARE COLUMN w/ SITE BUILT 4x BRACKET, PER SPEC OPT. GUTTER AND DOWNSPOUTS \pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP. "A"3444ROOF AREA:SQ. FT. \pxi-4,l4,ql,t3;OPT. POT VENTS "B"21ROOF AREA:SQ. FT. 14:12 14:12 14:12 14:12 14:12 \A1;6'-10{\H0.750000x;\S1#2;}" \A1;6'-10{\H0.750000x;\S1#2;}" 14:12 8:12 8:12 14:12 14:12 14:12 8:128:12 8:128:12 8:128:12 SCALE:ROOF PLAN1/8" = 1'-0"- \A1;34'-0" \A1;16'-0" \A1;11'-0" 6:12 \A1;2'-6" SCALE:LEFT ELEVATION1/8" = 1'-0"- ROOF SHINGLES, PER SPEC 1x3 OVER 8" RAKE, PER SPEC10" FRIEZE, PER SPEC 4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPECOPT. MASONRY WRAP, PER SPEC TOP OF PLATEWINDOW HEAD HGT. TOP OF FLOORTOP OF FOUNDATION TOP OF FOOTING \A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}" \A1;7'-11{\H0.750000x;\S1#2;}" 128128 128 128 1214 126 STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC 4" FRIEZE, PER SPEC10" FRIEZE, PER SPEC \A1;3'-6"\A1;MIN.\A1;2'-6" 128 SCALE:RIGHT ELEVATION1/8" = 1'-0"- 1214 1214 126128126 OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC 8" FASCIA, PER SPEC ROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC4" FRIEZE, PER SPEC BRICK SOLDIER COURSE, PER SPEC STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}" \A1;7'-11{\H0.750000x;\S1#2;}" TOP OF PLATEWINDOW HEAD HGT. TOP OF FLOORTOP OF FOUNDATION TOP OF FOOTING \A1;3'-6"\A1;MIN.\A1;2'-1" 10" FRIEZE BOARD, PER SPEC \A1;9'-0"\A1;WINDOW HEAD HT.\A1;11'-1{\H0.750000x;\S1#4;}"\A1;PLATE HT. SCALE:REAR ELEVATION1/8" = 1'-0"- TOP OF PLATEWINDOW HEAD HGT. TOP OF FLOORTOP OF FOUNDATION TOP OF FOOTING \A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}" \A1;7'-11{\H0.750000x;\S1#2;}" OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC 8" FASCIA, PER SPECROOF SHINGLES, PER SPEC 121412146:12 6" TRIM BOARD, PER SPEC ELEVATION EC01 ATTIC VENT SCHEDULE VENTILATION REQUIRED AND SUPPLIED IS BASED ON POT VENT VALUES AND RIDGE VENT VALUES SHOWN IN TABLE ABOVE ** CONTRACTORS INSTALLING VENTILATION ARE RESPONSIBLE FOR VERIFYING THAT VENTS USED WILL SUPPY VENTILATION TO MEET CODE REQUIREMENTS * SCHEDULE HAS BEEN CALCULATED ASSUMING EAVE VENTILATION AT 50-60% OF TOTAL AND RIDGE AT 40-50% OF TOTAL REQUIRED VENTILATION ROOF AREA "A"SQ FTG 3444 AT / NEAR RIDGE AT / NEAR EAVE VENT TYPE SQ. FT. REQUIRED RANGE SQ. FT. SUPPLIED PERCENT OF TOTAL SUPPLIED POT LARGE (SQ. IN. EACH) POT SMALL (SQ. IN. EACH) RIDGE VENT (SQ. IN. PER LF) EAVE VENT (SQ. IN. EACH) CONT. VENT (SQ. IN. PER LF) 61.00 40.00 18.00 28.00 10.00 HIGH - POT VENTS ONLY 4.59 5.74 5.93 51.63 14 0 AT EAVE 6.89 5.74 5.56 48.37 0 80.00 TOTAL (MIN)11.48 11.48 11.49 100.00 3 HIGH - RIDGE VENT 4.59 5.74 6.25 54.55 0 0 50.00 AT EAVE 6.89 5.74 5.21 45.45 0 75.00 TOTAL (MIN)11.48 11.48 11.46 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE ELEVATION EC01 ATTIC VENT SCHEDULE VENTILATION REQUIRED AND SUPPLIED IS BASED ON POT VENT VALUES AND RIDGE VENT VALUES SHOWN IN TABLE ABOVE ** CONTRACTORS INSTALLING VENTILATION ARE RESPONSIBLE FOR VERIFYING THAT VENTS USED WILL SUPPY VENTILATION TO MEET CODE REQUIREMENTS * SCHEDULE HAS BEEN CALCULATED ASSUMING EAVE VENTILATION AT 50-60% OF TOTAL AND RIDGE AT 40-50% OF TOTAL REQUIRED VENTILATION ROOF AREA "B"SQ FTG 21 AT / NEAR RIDGE AT / NEAR EAVE VENT TYPE SQ. FT. REQUIRED RANGE SQ. FT. SUPPLIED PERCENT OF TOTAL SUPPLIED POT LARGE (SQ. IN. EACH) POT SMALL (SQ. IN. EACH) RIDGE VENT (SQ. IN. PER LF) EAVE VENT (SQ. IN. EACH) CONT. VENT (SQ. IN. PER LF) 61.00 40.00 18.00 28.00 10.00 HIGH - POT VENTS ONLY 0.03 0.04 0.00 0.00 0 0 AT EAVE 0.04 0.04 0.07 100.00 0 1.00 TOTAL (MIN)0.07 0.07 0.07 100.00 3 HIGH - RIDGE VENT 0.03 0.04 0.13 64.29 0 0 1.00 AT EAVE 0.04 0.04 0.07 35.71 0 1.00 TOTAL (MIN)0.07 0.07 0.19 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE 06/11/18 Mike Sheeks