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HomeMy WebLinkAbout04030171 Building Plans)ve Existing d 1 , Remove Existing _ Mound i ------------------------------- --------------- Temporary Construction ' Driveway 12'-0%' I 1 [ 1 1 � 1 I r 3z v 3 Temporary I Construction Parking , Grinder Pump W/ Check Valve I ^.S@Wer z--- Line `Lawn * Insula - Lift Stai, Detachec * Repair along PI _ O'Neal Residence RER. CZ?xwHARWOO� ®TABBBRBC�N , vaorzcnoa NonCr, 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone &Fox: 765-289-7889 aGr�lutTti 3555 SEDGEMOOR CIRCLE, CARMEL ADDENDUM #1 ISSUED MARCH 29, 2004 March 29, 2004 CONSTRUCTION DOCUMENT DRAWNGISSUE DME: MARCH 10, 20D4 ISSUE 03.188 w.w •u�l w..d sa � a. MPry U IM MOi1etLL mr <++r v ve �q�cd, d aKH aeee� VRD,EGT FLE NUMBER: M SCOPE OF WORK INDEX OF DRAWINGS C2 1/4" MARCH 11 2004 DRAFT DRAWING SET A DRAWING SET B 1) Master Bedroom Addition w/ Closet, Laundry, Gallery and Master REFLECTED CEILING PLAN MASTER BEDROOM WIN G Bathroom Remodel T1 TITLE SHEET C5 1/4" * Includes New Closet System w/ Granite Tops on Dressing Islands, 1/4" ELEVATION/SECTIONS C7 1/4" SECTIONS Mirrors and Carpet CE1 1/16" SITE PLAN C9 1/2" * * Includes New HVAC Mechanical System New Laundry to Include Washer and Dryer CE2 1/32" TITLE/ PROPERTY SURVEY C11 1/2" * New Master Bathroom Vanities, Cabinets, Counter, Mirrors and Addition Marble Tile Floor and Wall Al 1/8" FOUNDATION PLAN 131 1/4" FOUNDATION PLAN * New Gallery and Master Bedroom Built—ins, and Fireplace Insert A2 1/8" MAIN LEVEL PLAN—DEMOLITION PLAN B2 1/4" MAIN LEVEL PLAN * Inc u ea All tLighting per Drawing A3 1 /8" ROOF PLAN B2X 1/4" MAIN LEVEL FRAMING PLAN * Excludes Master Bedroom Furniture, Window Treatments A4 1/8" NORTH ELEVATION—EXISTING AND PROPOSED B3 1/4" REFLECTED CEILING PLAN * * Excludes TV Monitors and Computers Includes Hardwiring for Phone, High Speed Internet, Satellite TV A5 1 8" SOUTH ELEVATION—EXISTING AND PROPOSED / " 1 /4 LIGHTING PLAN A6 1/8" WEST ELEVATION—EXISTING AND PROPOSED B4 1/4" ELEVATIONS 2) Entertainment/Trophy Room Addition w/ Kitchen/Pantry Remodel * New Kitchen Cabinets, Appliances as Specified, Granite A7 1/8" EAST ELEVATION—EXISTING AND PROPOSED B5 1 /4" ELEVATION Includes Counter Tops and Porcelain Ceramic Tile Floor A8 1/8" EAST/WEST BUILDING -'SECTIONS/ELEV. B6 1/4" ELEVATION/SECTIONS * * Includes Guest Bathroom Fixtures, Friends Entry Built—ins Includes Trophyroom Built—ins, Relocate Fireplace Insert A9 1/8" BUILDING SECTIONS/ELEV. B7 1/4" SECTION * * Includes All Lighting per Drawing Excludes Furniture and Window Treatments A10 1/8" BUILDING14" SECTIONS B8 SECTION / * Exludes TV Monitors, Computers B9 1/2" HIS CLOSET INTERIOR ELEV. Includes Phone, High Speed Internet and Satellite TV Hardwiring AB 1/8" LOWER LEVEL ASBUILT PLAN * Extend Existing HVAC Mechanical System AB2 1 /8" MAIN LEVEL ASBUILT PLAN B10 1/2" HER CLOSET INTERIOR ELEV. AB3 1/8" UPPER LEVEL ASBUILT PLAN B11 1/2" BEDROOM/BATH/GALLERY INT. ELEV. 3) Weight Room Addition B12 1 1/2" WALL DETAILS * Includes Bar and Cabinets in Lounge * Includes Bathroom Fixtures and Cabinets in Pool House 81 3 " 1 1 /2 WALL DETAILS * Includes HVAC/ Mechanical System, 200 Amp Electrical Service and Pool/HotTub Equipment B14 1 1/2" DETAILS—TERRACE * Includes All Lighting per Drawing * Excludes Weight Room Equipment * Excludes Furnitures and Window Treatments * Excludes TV Monitors, Computers * Includes Phone, High Speed Internet, Satellite TV, SET A DA TES DRAWING SET B ISSUE DATES Security System Equipment/Hardwiring DRAWING ISSUE ISSUE DATES ISSUE DATES 4) Terraces and Pool Addition * Covered' Terrace CSD Master Bedroom Wing and Kitchen/ Entertainment Room w/ Pavers over Concrete Slab PRELIMINARY PRICING DOCUMENT1 FEBRUARY 4, 2004 * Upper Terrace and Fountain w/ Pavers over Concrete Slab PRELIMINARY PRICING DOCUMENT2 FEBRUARY 11, 2004 Included per Drawings * * Pool Terrace is Exposed Aggregate Concrete Pool— 24'x50' w/ Retractable Pool Cover, Internal Lighting PRICING DOCUMENT FEBRUARY 16, 2004 PRICING DOCUMENT FEBRUARY 25, 2004 * * Hot Tub— 10'x10' w/ Retractable Pool Cover and Equipment Includes Exposed Aggregate Concrete Terrace CONSTRUCTION DOCUMENT MARCH 10, 2004 CONSTRUCTION DOCUMENT MARCH 10, 2004 * Includes New Drainage to Storm Drain as Required 5) Miscellaneous { * New Carpet on Stairs and Balcony * Existing Log Cabin Play House is to Stay * Relocate Playground Equipment * Insulate Sewer Lift Station by Detached Garage * Upstairs Bedroom—to Repair the Damage for Relocating Existing Window * Relocate Existing Trees as Specified * Includes New Landscape as Specified * Includes Exterior Lighting Budget * Includes 2nd Entry Gate w/ Security Equipment * Includes Extension of Existing Security System * Includes 100 Amp Emergency Power Generator * Includes New Driveway and Guest Parking DRAWING SET C KITCHEN/ENTERTAINMENT/TROPHY ROOM C1 1/4" FOUNDATION PLAN C2 1/4" MAIN LEVEL PLAN C2X 1/4" MAIN LEVEL FRAMING PLAN C3 1/4" REFLECTED CEILING PLAN 1/4" LIGHTING PLAN C4 1/4" ELEVATIONS C5 1/4" ELEVATION C6 1/4" ELEVATION/SECTIONS C7 1/4" SECTIONS C8 1/4" SECTIONS C9 1/2" KITCHEN INTERIOR ELEVATIONS C10 1/2" ENTERTAINMENT/KITCHEN INT. ELEVS. C11 1/2" TROPHY ROOM INTERIOR ELEVATIONS C12 1 1/2" WALL DETAILS C13 1 1/2') WALL DETAILS/STAIRS DETAIL DRAWING SET C ISSUE DATES ISSUE DATES PRICING DOCUMENT CONSTRUCTION DOCUMENT FEBRUARY 25, 2004 MARCH 10, 2004 DRAWING SET WEIGHT ROOM D1 1/4" FOUNDATION PLAN D2 1/4" MAIN LEVEL PLAN D2X 1/4" MAIN LEVEL PLAN D3 1/4" REFLECTED CEILING PLAN 1/4" LIGHTING PLAN D4 1/4" ELEVATIONS D5 1/4" ELEVATIONS D6 1/4" SECTIONS D7 1/2" INTERIOR ELEVATIONS D8 1 1/2" WALL DETAILS D9 1 1/2" WALL DETAILS DRAWING SET D ISSUE DATES ISSUE DATES PRICING DOCUMENT CONSTRUCTION DOCUMENT FEBRUARY 25, 2004 MARCH 10, 2004 55'-4" 9'-8" 42'-0" Approx. 32'-7" 34'-0" 18'-0" I Approx. 52'-8" New Terrace New Construction Existing House w/ New Terrace, Dimension may Vary New Construction New Construction Existing House New Construction 44'-8' NOTICE: ALL DESIGN DRAWINGS, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS FURNISHED BY WILLIAM TABBERSON, ARCHITECT ARE PROTECTED BY COPYRIGHT LAW. THIS DOCUMENT IS TO BE USED ONLY FOR THE CONSTRUCTION OF THE O'NEAL RESIDENCE, CARMEL, IN.. COPYRIGHT PROTECTION NOTICE:_ All design drawings, construction documents and specifications furnished by William abberson, Architect are and sholl remoin the property of the Architects They ore to be used only for the construction of 01,111L Residence Add Brick on the Exterior Side of Loggia O'NEAL RESIDENCE 3555 SEDGEMOOR CIRCLE, CARMEL 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax. 765-289-7889 Y PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 TITLE SHEET T 1 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: I 0 I a / - Driveway reak / z Newjt Masonry Il� Gate to -/� \ 1 (�\ ,' ``rte Match Existing �/ ,� yet - New Driveway -Exposed IF / /' r`��i- i1 Aggregate / \ k t ' Existing II ��� \_ Driveway -Exposed- ' Aggregate ;/---Driveway Break It JI Existing Planting �`�/��02kMounRemove Existing o� 711O �j`\�/ r-firivlewav Break ------------------ Existing Trees Temporary" <- \� � � Construction �- r � x/11 i Driveway r fC w .2_ r r' Temporary � � 1 I I / - Construction / Parking � �` 3 I• `�-; u it I `- I / - I / �/ � / Remove Existing Mound I nil >, / L------------------------ dt n AlI�% iWg 7 FW ;A TUR / R1\ Existing Mound / and Trees ��;�� r ❑ AA — M, -jo-A tg MR 2900 Torquay West Tor ua Rood; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 COPYRIGHT 'ROiECi10N NOTICi_ __„____-4 All oe>ign drowings. cons;rucuon docummn:s and Speciiicotions iurnished by Vhlliom iobberron, Arch�tect ore and =.holt remom the property o: the Architects They orc ;o he used ,nly for the constructio, n' O'IJFni R<_sidence i Provide Site Drainage to Storm Drain Location O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL Site Pian 1/16” = 1'-0 PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE DRAWING NUMBER: lMarch 10, 2004 DRAWING ISSUE DAiF 03.188 PROJECT FILE NUMBER: w \ rl; z Q O ry 00 LLJ V) ry on w W CD = Q � N o � o z \ z U N C a� Fd. MAG Nail ® N.W. Cor. S.W. 1/4 Sec. 5-17-3E Scale 1 " = 40' 0 20 40 80 LEGEND IP SET = 5/8" rebar w/yellow cap marked "WEIHE 0012" Set X = Existing Wrought Iron Fence D.U.M.A. & S.E. = Drainage, Utility, Maintenance, Access & Sewer Easement / / / / / 66051 /' -' -• �' 2'X2' FENCE COLUMN /' ! IP SET BSL = Building Setback Line %::..c.:.' ~ — 75' BSL 2'X2' FENCE COLUMN 3.7'X3.7' F COLUMNS / / 0 FENCE C UMN S�ORy- 1.5'X1.5' C�UNS COVERED AREA ' / .�' Q�V �'' / 'Neted pt. 2 5 W /,3 ' Y aeco-.k /�,' Q\� /'� / � �� Grote• •/ � GJ , moss• v. IP SET/ 2'X2' FENCE COLUMN i saw -''''' L O T 4 3 / Z / ,,--'' JERMAINE O'NEAL - � �t�' I ,,-'' / / 200100084410 - Ln % Ft. Not tub O BRIDJZI�OURNE DEV. CORP. 0- P:8. 13, PAGE 146/147(JIN Fd. I.P. © S.W. Cor. N. 1/2 I N C11 S.W. 1/4 Sec. 5-17-3E ' -' N. 88°47'08" ,E." 829.31' _ ---___ IP SEr .� L f0T 2 3 I R.J. & L.J. WEIS Instr. #200100079589 Lu"T 2 2 M.E. & S.M. RIDLEN Instr. #200200074752 8° 47' 09 426.83 1'-2" 1'-2" S88047'09"W 426.83 SOT 2 1 DEYLEN DEVELOPMENT LLC Instr. #200100000751 v RPOE'• W ` O 0P F R I .� �Qa O o C' I v Reopp°gOZq�' a, u ,�. I M �� 8 6 54•P' 14'-4" 5• 5�84g1, 1, , .�' -ASPHALT` BASKETBALL TENNIS COURT' ' ' WITH ' FENCE' V) 0 o O N Ln Ui N M 4 IP SET LOT 4 2 D.B. & S.L. KLAIN Instr. #200200029281 D.B. & S.L. KLAIN Instr. #200200024137 LOT 2 0 J.M. & M.J. FRANCO Instr. #200100020578 o PREPARED FOR: REVISIONS DATE BY PROJECT NO.: W04-0100 y T ° DWG NAME:WEI H E N C INEER S, N C. o )L S Construction See Sheet DRAWN BY: ALLAN H. WEIHE 10505 NORTH COLLEGE AVENUE VCD INDIANA 46280 3555 Sedgemoor Circle, Carmel, Indiana REGISTERED CIVIL ENGINEER INDIANAPOLIS, 611IFAX:(317 843-0546 CHECKED BY: REGISTERED LAND SURVEYOR () ) Retracement Survey w/Improvements D.Y. PRESIDENT TOLL-FREE (800) 452-6408 DATE: Lot #43 in Bridlebourne, Section I in Hamilton County, Indiana Field Book: Page: 02/25/04 CIVIL ENGINEERS * LAND SURVEYORS * LAND PLANNERS * LANDSCAPE ARCHITECTS i OPYF GHT PROTECTION NOTICE: 2900 West Torguoy Rood; Muncie, Indiono 4730L-3229; Phone & Fox: 765-289-7889 Al desici drarirgs, constructior documents :nd specificaticrs furnished by Pulliam 'obbersci, A.rchi:ect ore and shot] remain the :roperty of the Architects They are to be .sed only for the const,uction of 014EAL Residence O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL TITTLE/PROPERTY SURVEY SCALE: 1/32" = 1'-0" PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE I T(TTLE/ PROPERTY SURVEY DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: f° 00 I N 0 Exposed Aggregate Terrace Slab on Grade—Thicken Slab and Add Reinforcing Steel Bars © the Edge of Slab R 1 rr—�------------------— ----------- ------ --- ---- --------------------------------- --- ---- --- -- _ —____ ------ r ---f — }—_ II r------. --------------- ----- —t ----------{ f I t / t ; 12 D resseo Footi ' ! ► I / i I for - ud Wall 10' Found6tion all w� Foo 'ng I Zr 1 I II --1 --------------- -----/--J ! L--------------L--t— —I--- -- / ----------- I I I / r ,-------- , I ' II 'I L /-------// —/--/ -- /--- --- ----- (tjt, tt1IIIIII -- /--/ -------- ----- ----------- ----------------------- presse oot'.12" I1III''I I for Stuall I it I I 1 I I I Slab on Grade Slab A. / / �--- ------ --------� --- - / L-- ----------- --- 7----- Irt / , II I t I I 10" �F Found 'on Wall' w/ I ; 2/Footing I I II l i i / / / / An or Boit' @ 4 / c. or as Req red to 7/7 Cor t / ttI �---- -- —z---- ----------- ------------ -----z-----11 --------------- i it -------------- -- ----/ t I t t L— L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----— — — — — -----------------------------------------------------------------------------------------------------�—t 37'-4" 55$-4)p i 12" Foundation Wall — w/ 24" Footing for Stair wall, Clear Frost t Line 18'-0" 12" t / w//21 Mair Uig F--------------------- ----------------- 10'- H&t ------------ I I I I I !_ 10'- i�ht�vc�m Foundation Plan D1 / SCALE: 1/4" = 1'-0" PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE COPYRIGHT PROTECTION NOTICE. All design drawings. construction documents and specifications Punished by William Tobberson architect ore and shall remain the prope,ly aI the Architects They ore to be used only for the construction of the 0'neol Residence Q w z 0 M 00 I 00 CV I t\ X L.� Q) C 0 CL [V CV M I a - C:) a 0 c a; 0 a 0 t— a� 0 0 M C"i W 2 oc Q U J U U T_ 0 0 W W U) LO LO LO CY) WEIGHT ROOM FOUNDATION PLAN DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 ONEAL PROJECT FILE NUMBER: FA if N N N a 0 r 0 0 1 I I i �-j SCALE: 1/4" = 1'-0" in Level Plan 3 B12 7,—r �k--" �� ��- PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE COPYRIGHT PROTEC–ION NOTICE' All design drawings, construction documents and specifications furnished,by William Tabberson, Architect ore and shall remain the property of the Architects They are to ;e used only for the construction of the O neol Residence. 0 cn 00 00 I 00 N I U7 rO n X O ©QJ C O t 2 N N I d - O M f` 0 a 0 0 0 T D- O Q) QJ O O 6") N Q w z CD WEIGHT ROOM MAIN LEVEL PLAN D 2 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 ONEAL PROJECT FILE NUMBER: WEIGHT ROOM ROOM FINISH SCHEDULE ROOM ROOM NAME FLOORS WALLS CEILINGS REMARKS NO. FRAME MATERIAL FINISH BASE FINISH CASING(S) FINISH CROWN HEIGHT SIZE 301 LOUNGE TILE 5 1/4" 1/2* GYPSUM BD. 3 1/4" 5/8" GYP. BD. TO BE SPECIFIED 12'-0" to BUILT-INS 2'-6" X 8'-0" Simpson or Equal Wood - Poplar Paint Grade BASEBOARD LLVEL 5 FINISH PAINTED LEVEL 5 FINISH IF APPLICABLE 14'-3" ��e� 1 3'-0" X 8'-0" 1 Simpson or Equal POPLAR TEXTURE PLASTER POPLAR N/A Baldwin or Equal DOOR TYPES 302 WEIGHT ROOM SPORT FLOOR 5 1/4" 1/2" GYPSUM BD. 3 1/4" 5/8" GYP. BD. 12'-3" —VERIFY ALL DOOR SWINGS WITH SHEET D2X BASEBOARD LEVEL 5 FINISH PAINTED LEVEL 5 FINISH VERIFYW ARCHITEC i POPLAR POPLAR —ALL INTERIOR DOORS TO BE SIMPSON OR EQUAL SIX—PANEL DOORS, PAINT GRADE POPLAR 303 MECHANICAL/POOL RAW N/A 1/2" GYPSUM BD. N/A 5/8" GYP. BD. ------------------------ 9'-0" D CONCRETE Interior: Wood Interior: Wood 6 Panel Door 6 Panel Door —FOR DOOR HINGE AND HARDWARE 304 WEIGHT ROOM BATH TILE 5 1/4" 1/2" GYPSUM BD. 3 1/4" 5/8" GYP. BD. 9'-0" 00 BASEBOARD LEVEL 5 FINISH PAINTED LEVEL 5 FINISH I tp Cif 2' — 0' POPLAR POPLAR -_-___- Ln co 305 VESTIBULE T'll F 5 1/4" 1/2" GYPSUM BD. 3 1/4" 5/8" GYP. BD. X L 12'-0" BASEBOARD LEVEL 5 FINISH PAINTED LEVEL 5 FINISH 0 2 POPLAR TEXTURE PLASTER POPLAR 306 WEIGHT ROOM TERRACE BRICK PVR N/A N/A N/A 3/4" X 6" T&G 13'-2" LIMESTONE CEDAR NATURAL VERIFY W/ o COPING �t- FINISH ARCHITECT LEVEL 5 FINISH -VERIFY USE OF TEXSTON VENEER PLASTER DOOR SCHEDULE WOOD DOORS CONTRACTOR TO VERIFY ALL UNIT SIZES HARDWARE TO BE SPECIFIED DOOR DOOR QTY. DOOR MANUFACTURER FRAME MATERIAL DOOR MATERIAL CASING MATERIAL JAMB DOOR NO. TYPE W.R. BATH 304 SIZE PRODUCT # OR FINISH OR FINISH OR FINISH DEPTH HARDWARE 26 C Line 3 2'-6" X 8'-0" Simpson or Equal Wood - Poplar Paint Grade Wood - Poplar Paint Grade Wood - Poplar Paint Grade N A / Baldwin or Equal q 30 D ��e� 1 3'-0" X 8'-0" 1 Simpson or Equal Wood - Poplar __[_Wood - Poplar Wood - Poplar N/A Baldwin or Equal DOOR TYPES .. I w a ILA D INTERIOR DOORS - GENERAL NOTES FOR DOOR WIDTHS SEE SHEET D2X ��'�a, f' I —VERIFY ALL DOOR SWINGS WITH SHEET D2X —FOR DOOR HEIGHTS l —MAIN LEVEL, ALL DOORS ARE 8'-0" i —FOR DOOR MATERIAL AND FINISH —ALL INTERIOR DOORS TO BE SIMPSON OR EQUAL SIX—PANEL DOORS, PAINT GRADE POPLAR WITH A SEMI—GLOSS, FINISH. I . ► irk S 4 1 .Ld n� { rea�'� VERIFY W/ OWNER ------------------------ C D Interior: Wood Interior: Wood 6 Panel Door 6 Panel Door —FOR DOOR HINGE AND HARDWARE Match Existing Match Existing —TO BE SPECIFIED PLUMBING FIXTURE SCHEDULE ROOM QTY. FIXTURE MANUFACTURER MODEL # FINISH/COLOR SIZE W.R. BATH 304 SINK— TO BE SPECIFIED KOHLER �trueturml Bearin ► g W.R. BATH 304 1TTO ILET— TO BE SPECIFIED KOHLER � � I Weight Room Main Level Framing Plan SCALE: 1/4" = 1'-0" PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE WEIGHT ROOM MAIN LEVEL FRAMING D2X A 111 I I I COPYRIGHT PROTECTION NOTICE: _ All design drawings, construction documents and specifications furnished by William �trueturml Bearin ► g Tobberson, Architect ore and sholf remain the property of the Architects. They ore to be for the the � � I used only construction of Line I O'nea{ Residence. ��e� t------ I 3 ,,SIM i .. I w a �C12/ ��'�a, f' I l o i Dn 3 14" I . ► irk S 4 1 .Ld n� { rea�'� ------------------------ i — I I I I 1 f f t L_� 00 co I tp Cif 2' — 0' I -_-___- Ln co 90-82' X L 0 2 W ( N o �t- i j o O c,, I 0 - O a; c S -P -a 0 z IV O �. 0 1 I � Theoretical oint L, o w/ 2 Anch r Bolts � I Column Loal on e ' i 1 side I { O l y\I �l Ca O 00 18'-0" i I I N 1 l s ► D4 0) co W F� 1 N { I 'Lzz � W c� { SIM I\ I �, D9 Hot T Lt OTC F (-1/ Q ' o ► O •' ► W 0 W� G� L0 LO CD PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE WEIGHT ROOM MAIN LEVEL FRAMING D2X A 111 I I I MASTER BEDROOM SPECIFICATION ROOFING SYSTEM: * 30 year, 300 psf min., CLASS A Fiberglass dimensional shingle by Certainteed. (Verify Color w/ Architect) * 30# Building felt * Aluminium Drip Edge over Ice and water shield starter course * Ice and water shield at valleys and wall intersections * Metal step flashing against all brick masonry * Metal flashing at material intersections * Continuous air vent at ridges and @ soffit * All metal flashings and accessories are to be compatible metals. * 5" aluminum gutter and 4" x 6" down spout system (General Contractor to verify color with roofing material selection) ROOF FRAMING SYSTEM: * 2x10 Yellow Pine Roof rafters @16" o.c. , Verify w/ Struc. Engineer * 2x8 Ceiling Joists @16" o.c. verify with structural engineer * 5//8" Ext ipr pl wpod APA, rated r of sheathing Cwit� �pjyc1i s as s acers) W 2X6 �{nangu�ation, leaving the �oof Rafter w/ 9 MV. �Jnsuppo�ted * R-44 Nu—Wool attic spray insulation * 2x8 Collar Ties @ 32" o.c.(Provide additional rafter stiffeners as needed) FASCIA—CORNICE SYSTEM—WOOD MILLWORK: Typical Fascia Detail: * 20" Soffit On Hip Roofs. Front of Fascia(Paint Grade Exterior Millwork) is 18" From Face of Brick * 5/4"x12" Paint Grade Cedar Fascia Board over 2"x10" Fascia Backer * 5/4"x8" Freizeboard (paint grade exterior millwork) w/ 2x blocking as spacer * Blocking as required—construction grade framing material) * Exterior Soffit Material is to be Paint Grade * 1"x6" Soffit @ Porches, T&G clear vertical grain cedar (kiln dried) smooth surface for semi—transparent oil base stain w/ continuous venting strip Stain Grade inside Brick Arches * 2"x4" Soffit Rafter w/ Blocking * 5/4"x6" Freizeboard (stain grade exterior millwork) w/ 2x blocking as spacer on the Interior Side of Porch * Tyvek House Wrap over 1/2" Exterior Grade Plywood APA Rated Sheathing * Sheathing Surrounding Window is to be cut using a continuous Piece to Reinforce its Structural Value * 5 1/2" R-23 Nu—wool wall spray insulation system * 1/2" Gypsum board interior walls * 5/8" Gypsum board interior ceilings * Vapor barrier to be on warm side of wall * Seal all openings, cracks and penetrations before insulation installed * For Shower and Drying Area in Weight Room Bath: * Dura—Rock on Walls w/ -PL 400 and Tile INTERIOR ARCHITECTURAL MILLWORK SYSTEM: * See Finish Schedule on B2X, C2x, D2X WINDOWS and SKYLIGHTS: * Windows (Kawneer System Specified, Alternate must be approved by Architect) * Mullion Patterns—see Elevations * Flash on all Sides of Windows and Doors w/ 6" Ice and Water * 1/4" to 3/8" backer rod and sealant around windows * Expansion control joints as specified FIRST FLOOR FRAMING SYSTEM: * Tile (See finish schedule) over Dura Rock or Carpet over Plywood Subfloor See Finish Schedule * 5/8" Underlayment * 3/4" T&G Plywood APA rated subfloor * 16" Engineered wood floor truss @ 16" o.c. * Follow fabricating standards for bridging * 206" APA rated ' Rim joist when needed for Nailing Support * 2x6 treated wood plate on sill sealer * 1/2"02" anchor bolts @ 48" o.c. min. * For Tile Floor (Verify w/ Room Finishe Schedule): * 3/4" T&G Fir Plywood * 1/2" Anti—Fracture Membrane (DITRA System) * Tile from Achitectural Brick & Tile "ANGKOR ORO" Cerdomus—Belmondo, 16.5"x16.5" Contact Kim Osborne, Tel: 317.842.2888, ext. 138 * Exterior terrace — Concrete Pavers 2-1/2" Oxford tumbled by Paverlock — Hampton Blend Large Size to ba Layed in Running Bond with Herringbone Accents Pavers set in Concrete Mortar w/ 3/8" Mortar Bed over 4" Concrete Slab /) It WALL FRAMING SYSTEM: * 12" Cast—in—place concrete walls (height Varies) with 4" Brick ledge (min.) and 1/8 to 1 /4 Pitch to Drainage * All exterior walls framed with 2x6 studs @ 16" o.c. (SPF) min. BRICK MASONRY CAVITY WALL—w/ ARCH OPENINGS * Interior partitions framed with 2x4 studs @ 16" o.c. (SPF) * Brick—to Match Existing —Contractor to Supply Architect w/ ( Or As noted on floor plan) 8" Foundation Wall— Typical * 8" Cast—in—place concrete walls (height Varies) Samples for Final Choice Match * Tyvek House Wrap over 1/2" Exterior Grade Plywood APA Rated Sheathing Concrete Slabs—Master Bedrrom and Kitchen Wing * Sheathing Surrounding Window is to be cut using a continuous Piece to Reinforce its Structural Value to 95% Dry Density in Accordance w/ ASTM D-1557. Assume 3000 psf Design Load 3000 psf Allowable Bearing Pressure Soil Report by Geo—Technical * 5 1/2" R-23 Nu—wool wall spray insulation system * Rake All Mortar Joints 1/4"—Verify Existing Joints * Pull Brick as specified in details * Soldier Course Around Arch Opening, Pull Brick out 5/8" from Normal Face of Brick * Brick is to have Basket Weave Pattern Right Below Freize Board where Specified—See Elevations * Where the Arch is infill: Arch Opening is to have a Soldier Course Surround w/ Basketweave infill and a Soldier Course Base Where Specified—See Elevations * Where the Arch is infill: Arch Opening is to have a Soldier Course Surround w/ Continuous Running Bond Infill—where Specified —See Elevations * Masonry will sit on top of 4" High Limestone Coping/ water Table placed 2" Below Top of Structural Floor—See Details * Where Masonry Pier is Situated on Terrace— Stone Coping will be a 4" high by 18" Long Piece of Limestone * Brick ties @ 16" o.c, vertical and 32" o.c. horizontal * Keep masonry cavity clean for weeping * Install 1" mortar net in wall cavity above weeps * Provide thru wall flashing and weeps @ 48" o.c. above grade * Grout cavity solid below flashing * Structural Beam lintels at Arch Openings—Beam is to be 2x6 Glu Lam (Verify w/ Structural Engineer) w/ 1/2" APA Rated Plywood Sheathing on Exterior side On Interior Side—run Plywood up to 2x8 Porch Ceiling Rafter * Let 2x8 Porch Ceiling Rafter be Framed into 2x6 Structural Stud wall 3". WINDOW SCHEDULE Contractor to Verify All Unit Sizes Window System by Kawneer 2'-11" 2'-11" BRICK MASONRY CAVITY WALL—w/ Kawneer Window System * Brick to Match Existing —Contractor to Supply Architect w/ Samples for Final Choice Match * Rake All Mortar Joints 1/4"—Verify Existing Joints * Pull Brick as specified in details * Rowlock Course Below Frieze Board * Soldier Course pull out 5/8" beyond Normal Face of Brick Around Window Openings * 4" Rowlock w/ Drip Kerf as Window Sill * Brick ties @ 16" o.c. vertical and 32" o.c. horizontal * Keep masonry cavity clean for weeping * Install 1" mortar net in wall cavity above weeps * Provide thru wall flashing and weeps @ 48" o.c. above. grade * Grout cavity solid below flashing * Structural Wood Beam at window/door heads—Verify Size w/ Struc. Eng. STONE MASONRY CAVITY WALL * Stone from Stone Center in Indianapolis * Stone to be selected by Architect * Random Ashlar Stone Pattern (See Elevations For Example) * Limestone or Cast Stone Base Water Table by Rockcast Grey Wisp color * Brick ties @ 16" o.c. vertical and 32" o.c. horizontal * Keep masonry cavity clean for weeping * Install 1" mortar net in wall cavity above weeps * Provide thru wall flashing and weeps @ 48" o.c. above grade * Grout cavity solid below flashing * Structural steel lintels at window/door heads FOUNDATION WALL, SLAB AND FOOTING STRUCTURE 24" Foundation Wall Typical * 24" Cast—in—place concrete walls (height Varies) with 4" Brick ledge * 36" Footing w/3 #5 Reinforcing Bars * Upturn Bars @ 32" into Foundation Wall 14" Foundation Wall— Typical * 14" Cast—in—place concrete walls (height Varies) with 4" Brick ledge * 24" Footing w/3 #5 Reinforcing Bars * Upturn Bars @ 32" into Foundation Wall 12" Foundation Wall— Typical * 12" Cast—in—place concrete walls (height Varies) with 4" Brick ledge * 24" Footing w/3 #5 Reinforcing Bars * Upturn Bars @ 32" into Foundation Wall 10" Foundation Wall— Typical * 10" Cast—in—place concrete walls (height Varies) with 4" Brick ledge * 24" Footing w/3 #5 Reinforcing Bars * Upturn Bars @ 32" into Foundation Wall 8" Foundation Wall— Typical * 8" Cast—in—place concrete walls (height Varies) with 4" Brick ledge * 24" Footing w/3 #5 Reinforcing Bars * Upturn Bars @ 32" into Foundation Wall Concrete Slabs—Master Bedrrom and Kitchen Wing * 4" Minimum Concrete Slab On Grade * 3500 psi Strength w/ 6x6-10/10 W.W.F. on undisturbed earth or Engineered Compacted Fill to 95% Dry Density in Accordance w/ ASTM D-1557. Assume 3000 psf Design Load 3000 psf Allowable Bearing Pressure Soil Report by Geo—Technical Co. will Determine Final Foundation Design *** Exposed Aggregate *** Slab w/ Pavers and Mortar Bed Concrete Slabs—Weight Room * 5" Minimum Concrete Slab On Grade * 3500 psi Strength w/ 6x6-10/10 W.W.F. on undisturbed earth or Engineered Compacted Fill to 95% Dry Density in Accordance w/ ASTM D-1557. Assume 3000 psf Design Load 3000 psf Allowable Bearing Pressure Soil Report by Geo—Technical Co. will Determine Final Foundation Design *** Finished Slab in Weight Room COPYRIGHT PROTECTION NOTICE: All design drawings, construction documents and specifications furnished by WiNiom Tobberson, Architect ore and shall remain the properly of the Architects. They are io be used only for the construction of this project 55'-4" New Construction Ne% Weight Room South Elevation SCALE: 1/4" = V-0" I AR\/VCXOL Q TABBEE CDN 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL New Construction New Weight Room East Elevation SCALE: 1/4" = V-0" PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE WEIGHT ROOM EAST & SOUTH ELEV. D4 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: r r 0 ovu.vrII yr rwwr Clear Fri st Line I ---- -- -�-----------------------------------------------------------------------------------------------------------------------J 1 L_ --------------------------------- Approx. 52'-8" New Construction COPYRIGHT PROTECTION NOTICE. _ All design draviings, construct on documents one specificotions furnished by William Tobbe,son, Architect cre and sholl remora the property of One Architects fhey ore to be used only for the corstruction of O''dra( Re=_idence 2 Weight Room West Elevation D5 SCALE: 1/4" = V-0" 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 11tV4 N of Stone Sill ------__ _.-- 1....-----------------'-----------------------------------------_-_ 55'-4" New Construction O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL Weight Room North Elevation SCALE: 1/4" = V-0" —0" PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE WEIGHT ROOM NORTH & WEST ELEV. D5 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: 30 year, 300 psf min., lass A Fiberglass dimensional Shingle over 30 # Building Paper, 5/8" APA Rated Roof Sheathing w/ Plyclip 16" O.C. atop o 2x10 Yellow Pine Roof Top of Plate Rafter @ 16" o.c. 14$-10" Aluminium Drip Edge over Ice & Water Shield Starter Course, 5" Aluminum Gutters & 4"x6" Aluminum Down Spouts 21 2x Fascia Baker w/ 2x4 Soffit Rafter and 2x Blocking w/ 5/4" Cedar Paint Grade / Freize Board 5/4"Exterior Paint' 14 Grade Cedar Fascia, Soffit Plywood, Freize Board 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% 18" Glue Lam. Beam Verify Size w. Structural Engineer, 1/2" APA Exterior Rated Plywood Sheathing Brick Masonry Arches -Contractor to Fabricate Temporary Framing for Arches. See Elevations for Brick Masonry Details � Weight Room Column Detail SCALE: 1 1/2" = V-0" COPYRIGHT PROTECTION NOTICE: _ All design dmwings, construction documents and Specifications furiished by William Tabberson, Architect are and shall remain the properly �( thr Architects. They ore to be used only (or the constroclion of GIdEAI Residence 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 connection to Foundation Wall 6 mil Vapor Barrier Membrane 6" minimum cover of Gravel — or Crushed Stone around Filter Fabric and 6" Perimeter Drain to Storm Drainage placed next to top of Footing. 18" from Face of Brick Cr O O O c � tti•I�iff �f� 0 -20 :. .. .� iEt .•t •! •• •� A - Id. 4 a s _ Weight, Room Arch Detail F-. Q TABBEER CSN 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone &Fax: 765-289-7889 ore# Hurricane Connector to Connect 2x10 Yellow Pine Roof Rafter (Verify w/ Structural Engineer) to 2x6 Structural Stud Wall 2x8 Porch Ceiling Rafter framed to overlap 2x6 Structural Stud Wall on both sides, stop 1/2" APA Rated Sheathing Underneath Ceiling Rafter 1 x6 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 w/ 6x12 Glue Lam, Verify Size w/ 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 Rake all Mortar Joints 1/4)) BrickTies @ 16" o.c. Vertical & 32" o.c. horizontal Brick to match Existing- Contract( to supply Architect w/ Sample for final choice match Brick Masonry Soldier Course 5/8" past Face of Brick, Steel Lintel w/ Backer Rod and Sealant, thru wall Flashing and Weep Holes. Keep Masonry Cavity Clean for Weeping Install 1" Mortar Net Above weeps Backer Rod and Sealer over cut Rowlock Brick Sill w/ Kerf, Continuous Flashing w/ 40 mil Ice and Water Shield on all sides of windows, underneath Tyvek House Wrap and over Window mounting flange Flashing w/ Mortar Net and Weep Holes @ 48" o.c. to Overlap Ice and Water Shield. Grout Cavity Solid Below Flashing (—Concrete Paver: 2 1/2" Oxford Tumbled by Paver -Hampton Blend Large Size Loyed in Running Bond install over 3/8" Mortar Bed and 4" Concrete Slab Expansion Joint w/ Sealant Bead Ice and Water Shield 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 / 12 1/8 Slope to Drain 2" Rigid Insulation, 6 mil Vapor Barrier Membrane w/ Drainage Mat Foundation Proofing to wrap from side of Footing to 2x6 Treated Plate Bottom of Footing to be 36" below Finished Grade, (3) #5 Rebar Horizontal in Footing. Turn #4 dowels @ 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 6" minimum cover of Gravel or Crushed Stone around Filter Fabric and 6" Perimeter Drain to Storm Drainage placed next to top of Footing. O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL SCALE: 1 1/2" = V-0" 200 Ceiling Rafter (Verify w/ Structural Engineer) Frame Rafter 3" into 2x6 Structural Stud Wall 10" R-30 Batt Insulation (Verify Thickness) & 5/8" Gypsum Board Level 5 Finish on Ceiling, screw @ 16" o.c. 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_ 1'-6" Glu Lam Header -Verify Size w/ Structural Engineer 451 T Kawneer Window System -Follow Fabrication and Installation Instructions by Manufacturer - 5 1/2" R-22 Nu -Wool Wall Spray Insulation System or R-19 Batt Insulation For Tile Floor (Verify Finish Sche.) * 3/4" T&G Fir Plywood * 1/2" Anti -Fracture Membrane (DITRA System) * Tile from ARchitectural Brick & Tile "Angkor Oro" Cerdomus- e mon o, T6. x For Sports Floor -Verify Installation Method w/ G.C. and Manufacturer - 2x6 Treated Top Plate w/ 5/8" 0 x 12" min. Anchor Bolt @ 24" o.c. - 5" 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 connection to Foundation Wall 6 mil Vapor Barrier Membrane Turn #4 dowels @ 10" o.c. horizontal, #4 footing dowels @ 10" o.c. vertical 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 I ---- PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE Bottom of Ceiling Rafter for Lower Bulkhead --- 14-3" Bottom of Ceiling Rafter for Lower Bulkhead 12'-0 $9 10'-2" to Bottom of Header 9'-5 5/8" from Frame to Frame Window Unit 7 5/8" to Kawneer Window System Main Level Structural Floor Clear Frost Footing WALL DETAILS DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: Weight Room Bath Int. Elev. SCALE: 1/4" = V-0" COP'RIGHT PROTECTION NOTICE: All design drawings, coistruction documents and specificotc❑s furrished by William Tobbefson, Architect are -and 011 renain the property of the Architects TheJ .;re tr., be used oriy for the constructior 3( ihis prolecl � Weight Room Bath Int. Elev. SCALE: 1/4" = V-0" HARWOOCD Q TABBE—= ON 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fox: 765-289-7889' Weight Room Bath Int. Elev. SCALE: 1/4" = V-0" -0" O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL Weight Room Bath Int. Elev. 3� g SCALE: 1/4" = V-0" PRICING DOCUMENT CONSTRUCTIN DOCUMENT MARCH 10, 2004 ISSUE WEIGHT ROOM INTERIOR ELEVS. D7 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: 0 r 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 200 Yellow Pine Roof Rafter @ 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/ 5/4" Cedar Paint Grade Freize Board 5/4" Exterior Painted Grade Cedar Fascia, Soffit Plywood, Freize Board f f.r iake all Mortar Joints 1/4" - --- rickTies @ 16" o.c. Vertical & o.c. horizontal brick to match Existing- Contractor t supply Architect w/ Sample for f hal choice match Stone Veneer and Limestone Coping Flashing w/ Weep @ 48" o.c. to Ove Foundation Water Proofing Grout CaN Solid Below Flashir Foundation Proofini from side of Footi Top of Foundation Concrete Mortar We at Intersection of Footing for Damp to lap Footing 6" minimum cover or Crushed Stone Fabric and 6" Peri to Storm Drainage to top of Footing. 0 0 0 0 x Hurricane Connector to Connect 200 Yellow Pine Roof Rafter (Verify w/ Structural Engineer) to 2x6 Structural Stud Wall F 2x6 Structural Stud Wall w/ 6x12 Glue Lam, Verify Size w/ 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 200 Ceiling Rafter (Verify w/ Structural Engineer) Frame Rafter 3" into 2x6 Structural Stud Wall 10" R-30 Batt Insulation (Verify Thickness) & 5/8" Gypsum Board Level 5 Finish on Ceiling, screw @ 16" . o.c.. C^orts Floor rify Installation Method w/ nufacturer Min Concrete Slab, 3500 Strength w/ 6x6-10/10 V.F. over 6 mil Vapor rrier on Aggregate mpacted fill w/ good 3inage and 1/2" Mansion connection to undation Wall All design drawings, construction documents and specificotions funished Cy Vtilliam Tobb>_rson, Architect ore :and sholl remoin the property of the Architects They are to b- used only io the construction .,f U REAL 'Residence Weight Room Wali Details SCALE: 1 1/2" = V-0" Top of Struc. Plate 12'-10" Bottom of Ceiling Brick Masonry Soldier Course 5/ Rafter past Face of Brick, Steel Lintel w/ Backer Rod and Sealant, thru wall 9'--Q" Ficshing and Weep Holes. Keep Masonry Cavity Clean for Weeping Install 1" Mortar Net Above weeps Backer Rod and Sealer over cut - Rowlock Brick Sill w/ Kerf, Continl Flashing w/ 40 mil Ice and Water Shield on all sides of windows, underneath Tyvek House Wrap and Window mounting flange Main Level Flashing w/ Mortar Net and Weep Structural Holes @ 48" o.c. to Overlap Ice c Water Shield. Grout Cavity Solid BE Floor Flashing 0'-0" Concrete Paver: 2 1/2" Oxford Tumbled by Paver -Hampton Blend Terrace Level Large Size Layed in Running Bond install over 3/8" Mortar Bed and —0'-2" Concrete Slab Expansion Joint w/ Sealant Bead - Ice and Water Shield to Overlap Foundation Proofing and wrap to Window Sill Reinforced Concrete Masonry - Foundation Wall 10" thick w/ 4" E Ledge, Reinforcing Bars @ 32" o.c vertical Clear Frost Footing D Q �rXkEB E E.= (=>r**%i 2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 2" Rigid Insulation, 6 mil Vapor - Barrier Membrane w/ Drainage Mat Foundation Proofing to wrap from side of Footing to 2x6 Treated Plate Bottom of Footing to be 36" below Finished Grade, (3) #5 Rebar Horizontal in Footing. Turn #4 dowels @ 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 6" minimum cover of Gravel or Crushed Stone around Filter Fabric and 6" Perimeter Drain to Storm Drainage placed next to top of Footing. O'Neal Residence D9 3555 SEDGEMOOR CIRCLE, CARMEL a.' a i 4 p 41, c I a• I ,a d1 „ d ' -1.9L �I Iv, •I e 4" Interior Drain to Sump Pump as Required Weight Room Wall Details SCALE: 1 1/2" = V-0" —0" Hurricane Connector to Connect 2x12 Roof Rafter (Verify w/ Structural Engineer) to 2xfj St7u_c_Fu--r-dT-STu-T-V"aTT- 2x6 Structural Stud Wall w/ 6x12 Glue Lam, Verify Size w/ 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 2x10 Ceiling Joists 10" R-30 Batt Insulation (Verify Thickness) & 5/8" Gypsum Board Level 5 Finish on Ceiling, screw @ 16" o.c. 1'-6" Glu Lam Header -Verify Size w/ Structural Engineer 451 T Kawneer Window System -Follow Fabrication and Installation Instructions by Manufacturer 5 1/2" R-22 Nu -Woof Wall Spray Insulation System or R-19 Batt Insulation For Tile Floor (Verify Finish Sche.) * 3/4" T&G Fir Plywood * _1/2" Anti -Fracture Membrane (DITRA System) * Tile from ARchitectural Brick & Tile "Angkor ro" Cerdomus-Belmondo, 16.5"x16.5" 2x6 Treated Top Plate w/ 5/8" 0 x 12" min. Anchor Bolt @ 24" o.c. 5" 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 connection to Foundation Wall 6 mil Vapor Barrier Membrane Turn #4 dowels @ 10" o.c. horizontal, #4 footing dowels @ 10" o.c. vertical 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 PRICING DOCUMENT CONSTRUCTION DOCUMENT MARCH 10, 2004 ISSUE Top of Struc. Plate 14'-10" Bottom of Ceiling Rafter for Higher Bulkhead 14'-3" Bottom of Ceiling Rafter for Lower Bulkhead 12'-0" 10'-2" to Bottom of Header 9'-7 1/4" from Frame to Frame Window Unit w/ 3/4" Gap for Steel Lintel and Sealant 611 to Kowneer Window System Main Level Structural Floor 0'-0" Clear Frost Footing WEIGHT ROOM WALL DETAILS D9 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: r r WINDOW SCHEDULE Contractor to Verify All Unit Sizes Window System by Kawneer 2'-5" 2'-1 1/2 3) 8'-2" 2'-2" I I 0 H Y 15'-0 1/2" lo 303 1 ---------------L---------___ ------------------------------- '=D�'-Mie.------ ------------- - Bottom of Footer 5" Slab Depressed Clear Frost Line Footing o ---- __------------ Nve tbnsGOtr�s t r u c t i o n COPYRIGHT PROTECTION NOTICE: All design drawings, construction documents and specihcclions furnished by Pulliam Tobberson, Architect are and shall remain the property of '.he architects They orc to be used only for the construction of this project O 302 Weight Room Weight Room Section/Elev. SCALE: 1/4" = V-0" V�m Too of Plate EL. 12'-10" -1'-7" from Top of Stru. Bearing Hgt. to Bottom of Terrace Ceiling Rafter Top of Struc. Fic Top EL. 0'-0" EL. HAQ TABBEERSON 2900 West Torquay Rood; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 orwwre I 0) WINDOW SCHEDULE Contractor to Verify All Unit Sizes Window System by Kawneer 3'-0" 3'-0" 2'-0" 3'-0" 3'-0" 11 14'-2" 3'-4" 0 NetbnsGL@instruction O'Neal Residence 3555 SEDGEMOOR CIRCLE, CARMEL 3 7�=4„ rheftnsGO instruction Weight Room Section/Elev. SCALE: 1/4" = V-0" PRICING DOCUMENT CONSTRUCTIN DOCUMENT MARCH 10, 2004 ISSUE WEIGHT ROOM SECTIONS/ELEV. D6 DRAWING NUMBER: March 10, 2004 DRAWING ISSUE DATE: 03.188 PROJECT FILE NUMBER: r I