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HomeMy WebLinkAboutA004.04" TRIM BOARD, PER SPEC \A1;3'-0" \A1;8'-1{\H0.75x;\S1#8;}"\A1;9'-1{\H0.75x;\S1#8;}" \A1;7'-11{\H0.75x;\S1#2;}" TOP OF PLATEWINDOW HEAD HGT. TOP OF FLOORTOP OF FOUNDATION JACK ARCH STONE SOLDIER COURSE, PER SPEC ROOF SHINGLES, PER SPEC 8" FASCIA, PER SPEC 4" CORNER BOARD, PER SPEC STONE SILL, PER SPEC STONE VENEER, PER SPEC 1214 1214 SCALE:FRONT ELEVATION1/4" = 1'-0"- 1214 1214 1214 HARDIE PANEL (SMOOTH), PER SPEC METAL ROOF, PER SPEC BLACKOUT WINDOW, TYP. 8:12 \A1;10'-1{\H0.750000x;\S1#8;}"\A1;PLATE HEIGHT\A1;9'-5{\H0.750000x;\S7#8;}"\A1;PLATE HEIGHT \A1;3'-6"\A1;MIN. 12:12 \A1;3'-1"\A1;2'-1" \A1;6'-4{\H0.750000x;\S1#4;}" \A1;3'-0" \A1;1'-0" 2030 FX2030 FX2030 FX \A1;1'-5{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}"\A1;1'-5{\H0.750000x;\S1#2;}"\A1;4'-0" \A1;4'-0"\A1;2'-1"FYPON #LV12X24 OR APPROVED EQUAL 4" TRIM BOARD, PER SPEC STONE SILL, PER SPEC +0" +0" +8.5"4" TRIM BOARD, PER SPEC \A1;2'-1" 4" FRIEZE, PER SPEC 4" FRIEZE, PER SPEC 1x3 OVER 8" RAKE BOARD, PER SPEC 4" BATTENS @ 22" O.C. O/ HARDIE PANEL (SMOOTH)4" FRIEZE, PER SPEC 8" FASCIA, PER SPEC 8" SQUARE COLUMN w/ SITE BUILT 4X BRACKET 4" TRIM BOARD, PER SPECSTONE SILL, PER SPEC \A1;2'-1" OPT. GUTTER AND DOWNSPOUTS \pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP. "A"3456ROOF AREA:SQ. FT. \pxi-4,l4,ql,t3;OPT. POT VENTS 14:12 8:12 8:12 SCALE:ROOF PLAN1/8" = 1'-0"- \A1;26'-0" \A1;10'-0" \A1;7'-6" \pxi-4,l4,ql,t3;POT VENTS 8:12 8:12 8:12 8:12 8:12 8:128:12 14:12 14:12 14:12 14:12 14:1214:12 14:12 \A1;8'-0" 14:12 8:12 14:12 8:12 STONE VENEER, PER SPECSTONE SILL, PER SPEC4" FRIEZE, PER SPEC 10" FRIEZE, PER SPEC \A1;3'-6"\A1;MIN. 128 128 SCALE:LEFT ELEVATION1/8" = 1'-0"- ROOF SHINGLES, PER SPEC 8" FASCIA, 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;}" 128 128 128 128 128 SCALE:RIGHT ELEVATION1/8" = 1'-0"- OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC 8" FASCIA, PER SPEC ROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC4" FRIEZE, PER SPEC STONE 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. 128 128128 \A1;2'-6" 8" TRIM BOARD, PER SPEC STONE SILL, PER SPEC6" TRIM BOARD, PER SPEC \A1;2'-1" 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 12141214 4"TRIM, PER SPEC \A1;2'-6" \A1;11'-1{\H0.750000x;\S1#8;}"\A1;PLATE HEIGHT 1214 ELEVATION ET01 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 3456 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 4.61 5.76 6.78 54.04 16 0 AT EAVE 6.91 5.76 5.76 45.96 0 83.00 TOTAL (MIN)11.52 11.52 12.54 100.00 3 HIGH - RIDGE VENT 4.61 5.76 6.62 52.28 5 0 36.00 AT EAVE 6.91 5.76 6.04 47.72 0 87.00 TOTAL (MIN)11.52 11.52 12.66 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE PLOTTED: July 18, 2017 / Mark Muurisepp / 2600-IN-MONACO-ET01.DWG A3-ET01 3FB.3 En g l i s h T u d o r 2 C a r S i d e E n t r y w / S t o r a g e 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 REVISIONS207/18/2017BUMPOUT REV...................... 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 2600-Monaco 1837.0000 -- 06/01/2017 05/30/18 Adam Schriner