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HomeMy WebLinkAbout04090008 Building PlansJ - / IF IF r — IF �I �- \. �. A( / _ \I Remove Existing Mound it � c� i� `�i,\� I\ ✓ \ 41� Existing Trees--------------- ---- - --- -- �.- l J ;N�� ! J Temporary r ! Jr1��''` Construction - New Driveway 122'- " = '�—Line ---------------- Y--------- . / / -' ��' i Temporary / EB -' r .�'" ` ; Construction Parkingjo r / J Remove Existing r Mound !� // - -- t r r ' y- ' Ill 2"� 3—M-'Ek';i Y- --- ' i INN Sewer Lined, —�LT r 17 �\ Grinder No IF r ( Pump Clean r!�/�. w/ out; �," �----- -- -- --� -- --- --- '��/IIIA Check , Valve If �j � \ ///J I r Existing Mound ! , IF and Trees Pool Terra' / 4/ \ % ( -- -- r I \ - ! tIJ, W\ Pooh w/ :Retrac'tat le C Pool Dimerision 24'x I rye ae:. 20'x45' • J J _V �I , �_ _ / � — -r ,� �� v i[/� v r�l� 1 � ,.�/ Am, Alternate It h. Lawn Terrace Provide Site Drainage to Storm Drain Location Linear Arborvitaes planting ' I cv _ ti; oG - �- PrP or retro, `Fo - - ore 'c De 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL Existing Trees 1/16" = 1'-0" PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE SITE PLAN ADDENDUM -GAZEBO DRAWING NUMBER: IF r J r IF X t! r t IF IF J SITE PLAN ADDENDUM -GAZEBO DRAWING NUMBER: EL. —3'-0" min. 7 �--------------, / /--------------� 1000, I� A Slob wQrown in/ iY� ( /C/enter, dope �o /' vv x� outside G� I II i { , V, Top of Foundation Wall is —8" Below Top of Main Level Structural Floor Theoretical Point Load w/ 2 Anchor Bolts and Column 14" Foundation wall or 10" Foundation Wall w/ 4" CMU Block on 30" Footing Gazebo Building Section SCALE: 1/'4" = V-0" I F -- i -------------- 'ON —0" " j7'-2"Main/ _ _ — C4 12" Foundation Wall I; ;I oo (; w/ 24" Footing for Stair wall I_ - _J -- J 14" Foundation wall or 10" Foundation Wall w/ 4" CMU Block on 30" Footing Gazebo Building Section SCALE: 1/'4" = V-0" -------------T \ �T,6*R ° ,#s -RC *s'ac / \ *6'Rc y \ \ Set Top of \ Limestone C?ping at \ some eleva Ion as / \ \ pool I I i I I I I ('2Gazebo Elevation GP SCALE: 1/4" = V-0" 1-0" 1-0" 1-0" 1-0" 7 13/16" 7 13/16" 3 Gazebo Foundation Plan 7 13/16" 7 13/1613/16" Gazebo Gazebo Plan 6'-7" 6'-0" 6'-7» SCALE: 1/4" = 1'-0" 6 '� —7 6 6 —7 G P 1/4" = 1'-0' G P � —0 6'-7" I 9'-3 5/8" 6'-7„ 22'-5 5/8" HAS\/VC7�� Q TAEB EE (=:)N 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 �Plr7i _. JC.r.�4F O'Neal Residence 3555 Sedgemoor Cir. Carmel, IN 22'-5 5/8" PLANS & ELEVATION GAZEBO DRAWING NUMBER: August 26, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: I F -- i i 'ON —0" j7'-2"Main/ Level�i�'/ 1� Struc. Floor to SpringPoint of jArch -------------T \ �T,6*R ° ,#s -RC *s'ac / \ *6'Rc y \ \ Set Top of \ Limestone C?ping at \ some eleva Ion as / \ \ pool I I i I I I I ('2Gazebo Elevation GP SCALE: 1/4" = V-0" 1-0" 1-0" 1-0" 1-0" 7 13/16" 7 13/16" 3 Gazebo Foundation Plan 7 13/16" 7 13/1613/16" Gazebo Gazebo Plan 6'-7" 6'-0" 6'-7» SCALE: 1/4" = 1'-0" 6 '� —7 6 6 —7 G P 1/4" = 1'-0' G P � —0 6'-7" I 9'-3 5/8" 6'-7„ 22'-5 5/8" HAS\/VC7�� Q TAEB EE (=:)N 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 �Plr7i _. JC.r.�4F O'Neal Residence 3555 Sedgemoor Cir. Carmel, IN 22'-5 5/8" PLANS & ELEVATION GAZEBO DRAWING NUMBER: August 26, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: 30 year, 300 psf min,, Class A Fiberglass Dimensional Shingle over 30 # Building Paper, 5/8" APA Rated Roof Sheathing w/ Plyclip 16" o.c. atop of 2x10 Yellow Pine Roof Rafter U 16" o.c. Aluminium Drip Edge over Ice & Water Shield Starter Course, 5" Aluminum Gutters & 4"x6" Aluminum Down Spouts 2x Fascia Baker w/ - 2x4 Soffit Rafter and 2x Blocking w/ Cedar Paint Grade Freize Board 5/4" Exterior Painted Grade Cedar Fascia, Soffit Plywood, Freize Board Rake all Mortar Joints 1/4" BrickTies @ 16" o.c. Vertical 32" o.c, horizontal 2x6 Structural Stud Wall w/ 6x12 Glue Lam, Verify Size Structural Engineer Tyvek House Wrap over 1/2" Exterior APA Rated Plywood Sheathing w/ Vapor Retarder on the Ext. Side 2x6 (SPF) Stud Construction w/ 1 Bottom Plate, 2 Top Plates Stone Veneer and Limestone Coping Flashing w/ Weep Holes © 48" o.c. to Overlap - Foundation Water Proofing Grout Cavity Solid Below Flashing 6" minimum cover of Gravel— or ravel—or Crushed Stone around Filter Fabric and 6" Perimeter Drain to Storm Drainage placed next to top of Ftg. Hurricane ConnecteF to Connect 200 Yellow Pine Roof Rafter (Verify w/ Structural Engineer) to 2x6 Structural Stud Wall ?x10 Ceiling Joist framed to )verlap 2x6 Structural Stud Vali on both sides, stop 1/2)) kPA Rated Sheathing Jnderneath Ceiling Joist 1x6 T&G Cedar Ceiling Stain Grade on 1/2" Cedar Plywood and Cedar Perimeter Trim 1x8 Clear Cedar Stain Grade Trim Board on 2x Blocking and over Rowlock Course 2x6 Structural Stud Wall Tyvek House Wrap over 1/2" Exterior APA Rated Plywood Sheathing w/ Vapor Retarder on the Ext. Side 2x6 (SPF) Stud Construction w/ 1 Bottom Plate, 2 Top Plates 5 1/2"x 18" Glue Lam. BeamOVerify Size w. Structural Engineer, 1/2" APA Exterior Rated Plywood Sheathing Brick to match Existing- Contractor to supply Architect w/ Sample for final choice match Brick Masonry Arches -Contractor to Fabricate Temporary Framing for Aches. See Elevations for Brick Masonry Details 4" Min Concrete Slab, 3500 psi Strength w/ 6x6-10/10 W.W.F. over 6 mil Vapor Barrier on Aggregate compacted fill w/ good Drainage and 1/2" Expansion Joint to Foundation Wall Slope to Drain <--Black Slate: 3/8" Thick Brazillian Slate 16"x16" Size Layed in Running Bond install over 1/8" Mortar Bed and 4" Concrete Slab Expansion Joint w/ Sealant Bead 2" Rigid Insulation Ice and Watershield to Overlap Foundation Proofing and wrap to Window Sill Reinforced Concrete Masonry Foundation Wall 10" thick w/ 4" Brick Ledge, Reinforcing Bars ® 32" o.c. vertical Bottom of Fotting to be 36" below Finished Grade, (3) #5 Rebar Horizontal in Footing. Turn #4 dowels 0 32" o.c. into Foundation Wall Footing to be on undisturbed earth or Engineered Compacted Fill to 95" Dry Density in Accordance with ASTM D-1557 Assume 3000 psf Design Load 3000 psf Allowable Bearing Pressure Soil Report by Geo-Techical Co. will Determine Final Foundation Design Top of Plate 15'-3" Top of Plate for Terrace Ceiling Rafter 13'-3" Bottom of Masonry Arch 10'-4 yp from Main Level Structural FLoor Top of Limestone Coping 0'-0" Top of Brick Ledge Bottom of Footer —3'-0" Min. below Finish Gazebo -Wall Detail SCALE: 1-1/2" = 1'-0" EL. —5' —0" min. Y 2 Gazebo Building Section GS SCALE: 1/2" = 1'-0" 111AILV --r -4 1�twi] UR U01 Wlkw7A 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 3555 Sedgemoor Cir. Carmel, IN PLANS SECTIONS GS DRAWING NUMBER: August 26, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: W