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HomeMy WebLinkAbout04060008 Building Plans'• V }J W-.ALSH �r BUILTt x W CUSTOM HOMES & REMODELING Ph (317) 582-OODO Fax (317) 582-0100 �. 1017 Third Avenue SW Carmel, IN 46032 wabhbuiltcom r ..Trrs r PLAN � 1 i a i9' ?1 VM4 w a 0 r OC141J, sp • t i`fs t % Q Z Z Z W 0 U p O a 9 0< �- N p Q m U m_ Z• U o y �? Z Q' W W U < W W N W W O < H N y O LJ d. Q W .Z 4 aW N Z U Z W 3 J m ►� 1-- i W W p � U J LLJ C < U Z tWLIS i N V) d N S C G U W p C Q co) O < Q RELEASED FOR CONSTRUC-nOtU Subject to compliance with all "l- of l of State and Local DEFT OF COMMUNVV' " CITY OF CARMEL ! CLAY I UWI\ iSHIP - = INDIANA DO NOT SCALE DRAWINGS.- COPYRIGHT © 4f 16/96 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION IBM a I I I W r W m n M N o d i! ! d Z O Cd w 0 LLJ W Jv 00 (i? J U Z • U w GD w cc W QD 0 N � � ~ Cl a _..00 W OD CID N a- X O C0 O a a I I I W n i! ! O LLJ W 0 N U 12'X10' FLaOB JOISTSMUTE: OFFSET FACE OFSTUD 1/2' -9 v FROM FACE IF FAD. HALL - •.-� 3/ �CKIIG - _ e xa "¢A)tU 01 GRADE TYPICAL FMTIBN MALI: INCREB` Pain tTEWALL!I` i�uulAB 5'-I0" 4b'-0..OR x SILL ANC0 BUS @ 6'-0' D.C. �• • 9yQpI6� AE - x 16'x8' CITE FaaTIN -- X� 1TOP OF F( c -011 31-011 01 r :. a• o1uln TILE TREATED WOOD NETS SLAB as s I -0 B , -- MIL. VAPOR MIEROWNRLE �I STEPS TO GRADE,; J AS REQUIRED d' MIN. iy' o , o o; o oe o; - ,'_-.-__.-------------- s-a'.af� - - AL -' T APICAL E OUNDATION WALL AT BASEMENT 6" o PERFORATED DRAIN PIPE N M (2) TREATED 2x8'5 AND 0 - -- - - AROUND PERIMETER OF BASE- 1X10 TRIM BOARD ' MENT IN GRAVEL BED. DRAIN - �5/4:,�: (TYP.) TREATED _ AWAY FROM MOUSE AS RERKITTED X e =t«I DECKING -J 2x6 RAFTERS AT 16" O.C. A BY PROPERTY AND SITE. I -I n !== I [R -4 � IZ I Q XSO 0 ¢ ��� B�owt�lg- 11�Sulo-t�i 9 �-- - -� O FILL SOLID ALL CELLS 112 \ -' O 8" EACH BICE OF BEAM 9 240• SHINGLES \ ADD (2) VERT. �5'S AND , ' \ (2) 3/4"4 A301 AB5 in � 5 me FELT \ WHERE SHOWN * * 1/21, PLYWOOD SHEATHING TO DAYLIGHT \ ----------------------____--------------------____--------------------------- WITH PLY CLIPS \ r ---------------------------------------- - _1 RAFTER BEARINGNOTE, VERIFY SAVE ALIGNS t WITH HOUSE BEYOND, SEE ' r-------- ------------- •----------__---- -_-- _-- -- _ ------------------------------------------------- --- - , TO DAYLIGHT 2x4'6 a 16" BUILDING ELEVATIONS , O.C. KNEEWALL Nj j TOP OF FASCIA -1 ,� o B_ONt16 ROOM ^ _ d1 - t / (SUB FLOOR) IX8 WOOD FASCIA W/ 1X4 TRIM it -- IT W/ Z" it 'i00 3/8 PLYWOOD SOFF FL. TRUSSES _ CONTINUOUS PERFORATED II ALUMINUM VENT -_- 1 1X4 WOOD TRIM BOARD' I ' J� I I' t 250 P -LF - it ' _ � + � t' •� t t (TYP-) A - ' ' • - - - - --1--- -. t _ Via. °�"� - _ _ - _ � • � I 2X6'5 16" OC. ' �1 i �y 01 260 PLFlei - jl i Wl1 _ 1.10 260 F -LF- - t � t l NOTE..1- SEE SECTION 1/5 FOR t , LSc lC Q I I t O , t N t 1 ADDITIONAL NOTES , (L - - - _ _ _ _ -.�-- _ _ 10 01 -- 4 Futz'o 1/2" GYP. BOARD an -)t , 2 _ in 9 ----�00 - 3 -�-- - ,r 2 10I, T1� 1 VArghgf- 0i`RtOt- tic-105Mr-----------7j 'j t _ t _ 1U - 1 t - 150 PJ. WYe�P oA�/(t�`tOSb t►i(i�1'LZ t t t STEEL BEAM i --"�----- --- - i 1 l '�I 4'- 101 r---- - (12') O ; I t01 0.6 KIPS IPS AAP -f, -FLTRUSSES-10 ' � ,, il � 7 -•T t a t t 2 - TFZ FTG. W/4 ' FOR FOOTING SIZE REINF. ' 4'S EACH WAY t A -1`- ' JJ a SEE GENERAL NOTES - PLAN t- (TYP. FOUR) '- t'-' � .1 % HSE S e • FLAN 10 BEt a L, r J 2 WALL SECTION C- ARA -SCBE ' ULT -, r t t t , 21 -m " 314 = SUB FLOOR TRUSS -R fl6TV(, I �AUSTDPJ VAI-Vt:�S �j i i 4" CONC. SLAB W/ -6X6 t ' W1AXW1A WWF OVER 6 MIL i MOISTURE BARRIER OVER It, �'�j� IajLpW � I 1 COMPACTED FILL: SLOPE 2x BLOCKING W/ 1/2"41 BOLTS a 24" OC., STAGGERED STEEL BEAM -101 1 \--GAP PLATE 6"xb"x112" 1/8 WITH (4) 3/4",P BOLTS SECTION 11/2" = -0" UfA U V t FOR DRAINAGE t g- W,6�7 12l�IJUT�WA-t�� 32'-2" �r�0(� 1 t - _� �f,O TO AC,, (AAP FLOOR F/411=1'-0" tY j�j j a 16" O.C. O I- POWER DRIVEN N N M CO V1 THE NUMBER OF STUDS W ANCHORS a 8" 0C. L6 O }_ N -Z THRU TRT'D PLATE i en V 6X6-WIAXWI.4 WWF �y n o Uo a CENTER OF b N co SLAB (TYP.) COLUMN (TYP-) W J WIRE REINF. (4'-0" in CO J WIDE) IN THICKENED b �> CONC.SLAB ANGLE3"x3"x1/4"x10" LONG WITH (3) 3/4"0 0 a U SLAB (TYP.) A325 BOLTS. NOTE, TWO ANGLES R'sE=IRED �. w W/ (2) 3/4"41 ANCHOR BOLTS, ON 1" GROUT BED O W - - WIRE REINF. (4'-0" WIDE) IN THICKENED On N ® 6 O (2) 04'5 CONT. CONC. SLAB 8" i'-0" L 8" TOP OF 4" SLAB 2X4 PLATE/ THICKFENED 5LA5 Go W12 STEEL t, V � m cr N _ ,.. a ..1 '.\�T_• %a' ' BEAM O :�r� ��__ • -.�___,_._�;_.._. m O 0. .• ., •d. - TOP . (4) 04'S CONT. .:y.FIRST TREATED PLATE ;•: ..: • - ' - a.. ' ,: `, TURN DOWN SLAB V , r , .' :j i :; :: ; 4. TO TOP OF FOOTING MASONRY 8" 1'-6" 8° tl ft :: •`. a �. COLUMN FOOTING 1/4 :• .. SEE BASEMENT PLAN DETAIL AT TI-41CND SL3 1E : Igo: BLOCK SECTION COLUMN 5A5E PLATE DETAIL 3 it DO NOT SCALE DRAWINGS. 23/4" 1-1x1" a 1'-0" FOUNDATIONWALLCP COPYRIGHT Q 4 16/96 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION CONT.HORIZONTAL JOINT REINFORCING AT Co MIL POLY. VAPOR BARRIER Iroll OZ. VERT. . ., FILL ALL CELLS BELOW r , / _ - 2 - TFZ FTG. W/4 ' FOR FOOTING SIZE REINF. ' 4'S EACH WAY t A -1`- ' JJ a SEE GENERAL NOTES - PLAN t- (TYP. FOUR) '- t'-' � .1 % HSE S e • FLAN 10 BEt a L, r J 2 WALL SECTION C- ARA -SCBE ' ULT -, r t t t , 21 -m " 314 = SUB FLOOR TRUSS -R fl6TV(, I �AUSTDPJ VAI-Vt:�S �j i i 4" CONC. SLAB W/ -6X6 t ' W1AXW1A WWF OVER 6 MIL i MOISTURE BARRIER OVER It, �'�j� IajLpW � I 1 COMPACTED FILL: SLOPE 2x BLOCKING W/ 1/2"41 BOLTS a 24" OC., STAGGERED STEEL BEAM -101 1 \--GAP PLATE 6"xb"x112" 1/8 WITH (4) 3/4",P BOLTS SECTION 11/2" = -0" UfA U V t FOR DRAINAGE t g- W,6�7 12l�IJUT�WA-t�� 32'-2" �r�0(� 1 t - _� �f,O TO AC,, (AAP 3/4" a 1'-0" �- TURN DOWN SLAB To FROST DEPTH AND SLOPE FOR DRAINAGE elk 22'-8" PIPE / VENT STACK STUD WALL FLOOR JOiST/TR.kSS EACH SIDE OF PIPE WI BLOCKING a 16" O.C. TYPICAL FIFFE THOU FLOOR 3'-2" C-tENftK+1- NU 1 CV A. GENERAL: 1. PLANS CONFORM TO "CABG ONE AND TWO FAMILY DWELLING CODE" WHICH COMPLIES WITH ,BOCA NATIONAL BUILDING CODE", AND "UNIFORM BUILDING CODE". HOWEVER, MODIFICATIONS MAY BE NECESSARY TO COMPLY WITH LOCAL AND STATE CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 3. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THIS HOUSE. 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC.) SHALL BE GALVANIZED. 5. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS AS PER CODE. 6. INSTALL ROOFING MATERIALS ACCORDING TO MANUFACTURERS RECOMMENDATIONS FOR THE AREA AND CLIMATE. INCLUDING BUT NOT LIMITED TO SHINGLES, TILES, FELTS, FLASHING, AND FASTENING DEVICES 1. HEARTH DIMENSIONS DETERMINED BY CODE S. UNLESS NOTED OTHERWISE FLOOR FRAMING SHALL CONSIST OF NOMINAL 1311 DEEP WOOD FLOOR TRUSSES. 9. FLOOR TR156 SYSTEM SHALL BE DESIGNED AND ENGINEERED BY TRuSS MANUFACTURER AND COMPLETE INSTALLATION DETAILS SHALL BE PROVIDED. 10. COORDINATE ACTUAL FLOOR TRUSS DIMENSIONS WITH THE SELECTED TRU55 MANUFACTURER 11. PROVIDE BLOCKING BETWEEN FLOOR TRUSSES UNDER WALLS THAT ARE PERPENDICULAR TO FLOOR TRUSSES $. FIR.4MING: I. JOIST SPANS WERE DETERMINED ON THE BASIS OF THE ALLOWABLE STRESSES IN THE "1991" GRADING RULES OF THE SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) KILN DRIED. 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON DRAWINGS. 3. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER WALLS THAT ARE PERPENDICULAR TO FLOOR JOISTS C. VENTILATION: 1. PROVIDE CONTINUOUS RIDGE VENTS ON ALL ROOFS 2. PROVIDE CONTINUOUS ROOF TO WALL VENTS AT ALL JUNCTURES OF SLOPED ROOFS AND VERTICAL WALLS p. FOOTINGS: 1. CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARING: 16" X 12" FOOTING FOR 8" OR 9" FOUNDATION WALL WITH (2) •4 REINF. RODS CONTINUOUS 24" X 12" FOOTING FOR 12" FOUNDATION WALL WITH (2) 04 REINF. RODS CONTINUOUS. E. PIER FOOTINGS: PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) 1. PROVIDE 2'-0" X 2'-0" X 1'-0" DEEP CONCRETE FOOTING WITH (3) 04 RE(!� RODS EACH WAY UNDER 12" SQUARE MASONRY PIERS. 2. FILL PIERS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL. 3. HEIGHT OF PIERS: A. PIERS LESS THAN 36" IN HEIGHT MAY BE 15"XI6" OR AS NOTED ON FOUNDATION PLAN - B. PIERS BETWEEN 36" AND 80" IN HEIGHT SHALL BE A MINIMUM OF 16"X16". C. PIERS GREATER THAN 80" IN HEIGHT SHALL BE A MINIMUM OF I6"X16" WITH (4) CONTINUOUS 5 BARS. F. CHIMNEY CONSTRUCTION: I. USE 15/32" STRUCTURAL GRADE 2 PLYWOOD SHEATHING. 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER SPLICES AT LEAST 3'-0" AND USE (4) STUDS PER CORNER 3. USE 10d NAILS 0 4" OC. AROUND ALL PLYWOOD EDGES AND 12" OC. AT ALL INTERMEDIATE SUPPORTS - 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0- INTERVALS. 5. CONTRACTOR TO VERIFY CHIMNEY FINISH MATERIAL WITH OWNER PRIOR TO CONSTRUCTION. IF BRICK MASONRY 15 REQUIRED, CONTRACTOR TO MODIFY CONSTRUCTION OF FIREPLACE AND C44I11"1NEY AS REQUIRED. G. 5ASEMENT 1. BASEMENT WALL CONSTRUCTION SHALL BE REINFORCED MASONARY OR REINFORCED CONCRETE, AS REQUIRED BY LOCAL CODES. 2. FOR ELECTRICAL LEGEND, SEE SHEET 3. FOUNDATION L F-GEND DOUBLE TR iISS AS SPECIFIED ---- - - ---- BY MANUFACTURER (TYP-) - - 220 PLF POUNDS PER LINEAR FOOT * 15 kips POINT LOAD I kip a 1000 LBS 13" DEEP WD. FLOOR TRUSSES FL. TRUSSES el' S�EEESSN NOTED RAL NOTES OTHERWISE (X9 LENGTH OF TRUSS r ---- -i 12"x12" SOLID---- BRICK OLID=- BRICK PIERS WOOD STUDS F/411=1'-0" tY j�j j a 16" O.C. O I- POWER DRIVEN N N M CO V1 THE NUMBER OF STUDS W ANCHORS a 8" 0C. L6 O }_ N -Z THRU TRT'D PLATE i en V 6X6-WIAXWI.4 WWF �y n o Uo a CENTER OF b N co SLAB (TYP.) COLUMN (TYP-) W J WIRE REINF. (4'-0" in CO J WIDE) IN THICKENED b �> CONC.SLAB ANGLE3"x3"x1/4"x10" LONG WITH (3) 3/4"0 0 a U SLAB (TYP.) A325 BOLTS. NOTE, TWO ANGLES R'sE=IRED �. w W/ (2) 3/4"41 ANCHOR BOLTS, ON 1" GROUT BED O W - - WIRE REINF. (4'-0" WIDE) IN THICKENED On N ® 6 O (2) 04'5 CONT. CONC. SLAB 8" i'-0" L 8" TOP OF 4" SLAB DETAIL AT THICKFENED 5LA5 3/4" a 1'-0" �- TURN DOWN SLAB To FROST DEPTH AND SLOPE FOR DRAINAGE elk 22'-8" PIPE / VENT STACK STUD WALL FLOOR JOiST/TR.kSS EACH SIDE OF PIPE WI BLOCKING a 16" O.C. TYPICAL FIFFE THOU FLOOR 3'-2" C-tENftK+1- NU 1 CV A. GENERAL: 1. PLANS CONFORM TO "CABG ONE AND TWO FAMILY DWELLING CODE" WHICH COMPLIES WITH ,BOCA NATIONAL BUILDING CODE", AND "UNIFORM BUILDING CODE". HOWEVER, MODIFICATIONS MAY BE NECESSARY TO COMPLY WITH LOCAL AND STATE CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 3. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THIS HOUSE. 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC.) SHALL BE GALVANIZED. 5. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS AS PER CODE. 6. INSTALL ROOFING MATERIALS ACCORDING TO MANUFACTURERS RECOMMENDATIONS FOR THE AREA AND CLIMATE. INCLUDING BUT NOT LIMITED TO SHINGLES, TILES, FELTS, FLASHING, AND FASTENING DEVICES 1. HEARTH DIMENSIONS DETERMINED BY CODE S. UNLESS NOTED OTHERWISE FLOOR FRAMING SHALL CONSIST OF NOMINAL 1311 DEEP WOOD FLOOR TRUSSES. 9. FLOOR TR156 SYSTEM SHALL BE DESIGNED AND ENGINEERED BY TRuSS MANUFACTURER AND COMPLETE INSTALLATION DETAILS SHALL BE PROVIDED. 10. COORDINATE ACTUAL FLOOR TRUSS DIMENSIONS WITH THE SELECTED TRU55 MANUFACTURER 11. PROVIDE BLOCKING BETWEEN FLOOR TRUSSES UNDER WALLS THAT ARE PERPENDICULAR TO FLOOR TRUSSES $. FIR.4MING: I. JOIST SPANS WERE DETERMINED ON THE BASIS OF THE ALLOWABLE STRESSES IN THE "1991" GRADING RULES OF THE SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) KILN DRIED. 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON DRAWINGS. 3. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER WALLS THAT ARE PERPENDICULAR TO FLOOR JOISTS C. VENTILATION: 1. PROVIDE CONTINUOUS RIDGE VENTS ON ALL ROOFS 2. PROVIDE CONTINUOUS ROOF TO WALL VENTS AT ALL JUNCTURES OF SLOPED ROOFS AND VERTICAL WALLS p. FOOTINGS: 1. CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARING: 16" X 12" FOOTING FOR 8" OR 9" FOUNDATION WALL WITH (2) •4 REINF. RODS CONTINUOUS 24" X 12" FOOTING FOR 12" FOUNDATION WALL WITH (2) 04 REINF. RODS CONTINUOUS. E. PIER FOOTINGS: PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) 1. PROVIDE 2'-0" X 2'-0" X 1'-0" DEEP CONCRETE FOOTING WITH (3) 04 RE(!� RODS EACH WAY UNDER 12" SQUARE MASONRY PIERS. 2. FILL PIERS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL. 3. HEIGHT OF PIERS: A. PIERS LESS THAN 36" IN HEIGHT MAY BE 15"XI6" OR AS NOTED ON FOUNDATION PLAN - B. PIERS BETWEEN 36" AND 80" IN HEIGHT SHALL BE A MINIMUM OF 16"X16". C. PIERS GREATER THAN 80" IN HEIGHT SHALL BE A MINIMUM OF I6"X16" WITH (4) CONTINUOUS 5 BARS. F. CHIMNEY CONSTRUCTION: I. USE 15/32" STRUCTURAL GRADE 2 PLYWOOD SHEATHING. 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER SPLICES AT LEAST 3'-0" AND USE (4) STUDS PER CORNER 3. USE 10d NAILS 0 4" OC. AROUND ALL PLYWOOD EDGES AND 12" OC. AT ALL INTERMEDIATE SUPPORTS - 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0- INTERVALS. 5. CONTRACTOR TO VERIFY CHIMNEY FINISH MATERIAL WITH OWNER PRIOR TO CONSTRUCTION. IF BRICK MASONRY 15 REQUIRED, CONTRACTOR TO MODIFY CONSTRUCTION OF FIREPLACE AND C44I11"1NEY AS REQUIRED. G. 5ASEMENT 1. BASEMENT WALL CONSTRUCTION SHALL BE REINFORCED MASONARY OR REINFORCED CONCRETE, AS REQUIRED BY LOCAL CODES. 2. FOR ELECTRICAL LEGEND, SEE SHEET 3. FOUNDATION L F-GEND DOUBLE TR iISS AS SPECIFIED ---- - - ---- BY MANUFACTURER (TYP-) - - 220 PLF POUNDS PER LINEAR FOOT * 15 kips POINT LOAD I kip a 1000 LBS 13" DEEP WD. FLOOR TRUSSES FL. TRUSSES el' S�EEESSN NOTED RAL NOTES OTHERWISE (X9 LENGTH OF TRUSS r ---- -i 12"x12" SOLID---- BRICK OLID=- BRICK PIERS z WOOD STUDS 15A5EMENT AND FLOOR 0 F/411=1'-0" tY j�j j O I- 3 � -o N N M CO V1 THE NUMBER OF STUDS W L6 O }_ N -Z OINDICATES O UNDER BEAMS ABOVE i en V THRU TRT'D PLATE �y n o Uo ! = b N co COLUMN (TYP-) W J C G in CO J (j) b �> ID CENTER Or- FANGLE ANGLE3"x3"x1/4"x10" LONG WITH (3) 3/4"0 0 z WOOD STUDS 15A5EMENT AND FLOOR FRAMING PLAN F/411=1'-0" tY j�j j O I- POWER DRIVEN THE NUMBER OF STUDS W L6 O }_ N ANCHORS a 8" O.C. OINDICATES O UNDER BEAMS ABOVE i o� V THRU TRT'D PLATE 3 1x2"4 51UP. Q - b aj COLUMN (TYP-) W J C G 6X6-WI.4XW1A WJ,F CO J (j) 1r �> ID CENTER Or- FANGLE ANGLE3"x3"x1/4"x10" LONG WITH (3) 3/4"0 BASE PLATE 6"X611X1/2" a U SLAB (TYP.) A325 BOLTS. NOTE, TWO ANGLES R'sE=IRED �. w W/ (2) 3/4"41 ANCHOR BOLTS, ON 1" GROUT BED O W L4 WIRE REINF. (4'-0" WIDE) IN THICKENED On N ® 6 O CONC. SLAB e1' TOP OF 4" SLAB - ' =. --f a •' Go W12 STEEL t, V � m cr N _ ,.. a ..1 '.\�T_• %a' ' BEAM O :�r� ��__ • -.�___,_._�;_.._. m O 0. .• ., •d. - (4) 04'S CONT. ;•: ..: • - ' - a.. ' ,: `, TURN DOWN SLAB V .' :j i :; :: ; 4. TO TOP OF FOOTING 8" 1'-6" 8° tl ft :: •`. a �. COLUMN FOOTING 1/4 :• -'- 'j -:. - - ;., '-. _ SEE BASEMENT PLAN DETAIL AT TI-41CND SL3 EACH ANGLE SECTION COLUMN 5A5E PLATE DETAIL 3 DO NOT SCALE DRAWINGS. 23/4" 1-1x1" a 1'-0" a 1'-0" COPYRIGHT Q 4 16/96 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION I I a m I I I m tY j�j j O I- W L6 O }_ N N Q i o� V u- Q - b aj E W J C G O V CO J (j) 1r �> ti C Z a U w �. w Go O W m 00 On N ® 6 O e1' h Go 3 t, V � m cr N Q X O m O 0. I I a m I I I tY j�j j O I- L6 O }_ N Q L o� u- Q - I I a m I I I ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED. VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRICTION * SEE FRONT ELEVATION FOR TRANSOM. * VERIFY SKYLIGHT INSTALLATION REQUIREMENTS BEFORE CONSTRICTION. IF CURB INSTALLATION IS RECOMMENDED DUE TO CLIMATIC CONDITIONS, MODEL NUMBER AND/OR ROUGH OPENING SIZE MAY VARY. WINDOW 5CHEDULE SYM150L [� MARK SIZE QUAN. DESCRIPTION A 2'-8" x 6'-2" 3 DH B 2'-8" x 6'-2" - 2 i DH G 5'-6" DIAMETER I CIR p 2'-8" x 5'4" - 2 4 DN E 2'-0" X 3'-0" - 2 1 CSMT 8 2'-8" X 514" 1 SINGLE WUWj W/ CIRCULAR HEAD G 2'-6 1/2" X Y-10 1/8" 2 VELUX SKYLIGHT MODEL "-30 6 H 2'-8" X 5'-2" 2 014 J 2'-4" X 3'-I0" I DN K 4'-6" - 2 1 DN jj'8:X ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED. VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRICTION * SEE FRONT ELEVATION FOR TRANSOM. * VERIFY SKYLIGHT INSTALLATION REQUIREMENTS BEFORE CONSTRICTION. IF CURB INSTALLATION IS RECOMMENDED DUE TO CLIMATIC CONDITIONS, MODEL NUMBER AND/OR ROUGH OPENING SIZE MAY VARY. lip WO- CSP ATTIC ACCESS 50NUS R00M PLAN V4" .1' 0 (TYPE / _\ / \ WINDOW \ BUILT-UP MANTEL \ BEYOND SLATE SINK SURROUND SHELF D D t ► D D - - DISH- / \ / \ B A (TYP.) / �LUASHER _ _ —FIREPLACE 1 i \ / \ / `� `� FLUSH SLATE HEARTH A CREAT ROOM INFERIOR ELEVATIONS ..�..• AN 1/4" MICROWAVE i HOOD D D RANGE \ KITCHEN D KITCHEN TOTAL LIVING 1403 sq. ft. GARAGE 4 STORAGE 533 eq. ft. BONUS ROOM 360 acl. ft. BASEMENT MIM Ate_ rt_ M F---T T-- it1 (WASHER I DRYER( E UTILITY 1/4" MI 0 -& f5ATH LIGHT LIGHT , 1/4" MIRROR Fis SINK SINK ELECTRICAL LEGEND D00R 5CHEDULE SYMSOLO MARKSIZE QUAN. DESCRIPTION 1 3'-0" x 6'-8" 1 EXT. W/ (2)12" SIDELIGHT'S 2 2'-4° x 6'-8" 1 INT 3 2'-8" x 6'-S" 6 INT 4 3'-6" x 6'-S" 1 INT. BI -FOLD 5 5'-0" x 6'-S" i INT. BI -FOLD 6 2'-0" x 6'-S" 1 INT 1 2'-6" x 6'-8" 1 INT 8 5'-0" x 6'-8" 1 FRENCH SLIDING 9 2'-S" x 6'-13" 1 EXT. - i HOUR FIRE RATED 10 2'-0" x 6'-8" 1 INT. BI -FOLD 11 PR 2'-4" x 6'-8" t INT 12 16'-0" x 1'-0" 1 GARAGE DOOR lip WO- CSP ATTIC ACCESS 50NUS R00M PLAN V4" .1' 0 (TYPE / _\ / \ WINDOW \ BUILT-UP MANTEL \ BEYOND SLATE SINK SURROUND SHELF D D t ► D D - - DISH- / \ / \ B A (TYP.) / �LUASHER _ _ —FIREPLACE 1 i \ / \ / `� `� FLUSH SLATE HEARTH A CREAT ROOM INFERIOR ELEVATIONS ..�..• AN 1/4" MICROWAVE i HOOD D D RANGE \ KITCHEN D KITCHEN TOTAL LIVING 1403 sq. ft. GARAGE 4 STORAGE 533 eq. ft. BONUS ROOM 360 acl. ft. BASEMENT MIM Ate_ rt_ M F---T T-- it1 (WASHER I DRYER( E UTILITY 1/4" MI 0 -& f5ATH LIGHT LIGHT , 1/4" MIRROR Fis SINK SINK ELECTRICAL LEGEND SYMBOL I DESCRIPTION 0 DUPLEX OUTLET (GROUNDED TYPE) up@= WEATHER PROOF DUPLEX OUTLET WALL SWITCH CONTROLLED DUPLEX OUTLET 30 _o ABOVE COUNTER LOCATION ® FLUSH FLOOR WALL SWITCH CONTROLLED DUPLEX OUTLET. OWNER VERIFY LOCATION ® 220 VOLT OUTLET OR CONNECTION CEILING MOUNTED LIGHT FIXTURE -{ WALL BRACKET MOUNTED LIGHT FIXTURE ----I SUSPENDED CEILING MOUNTED LIGHT FIXTURE RECESSED DIRECTIONAL CEILING LIGHT FIXTURE ® RECESSED CEILING LIGHT FIXTURE ®w RECESSED LIGHT FOR WET AREA ..--� UNDER COUNTER FLUORESCENT LIGHT Dg EXTERIOR CAST ALUMINUM FLOOD LIGHTS n CEILING MOUNTED PADDLE FAN w/ LIGHT ® CEILING MOUNTED FAN - EXHAUST CEILING MOUNTED FAN AND HEATER CEILING MOUNTED FAN, LIGHT, AND HEATER PLAN NOTES: 1. VERIFY ALL LOCAL CODES, ENERGY TYPES, AND SITE CONDITIONS PRIOR TO CONSTRICTION. 2. REVIEW SELECTED MECHANICAL SYSTEMS WITH OUNER PRIOR TO CONSTRI-r-TION. RECOMMENDED LOCATIONS ARE AS FOLLOWS: THE WATER HEATER MAY TYPICALLY BE PLACED IN THE BASEMENT OR IN THE GARAGE. Hv.&r-. UNIT(S) MAY TYPICALLY BE PLACED IN THE BASEMENT OR IN THE ATTIC. H.V,4C. EQUIPMENT IN ATTIC SPACE SHALL BE ACCESSIBLE BY AN OPENING AS LARGE AS THE LARGEST PIECE OF EQUIPMENT AND IN NO CASE LESS THAN 22"X3611. 3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL Ii,FORMATION. 4. INSULATE AROUND ALL BATHS AND UTILITY ROOM. 5. TYPICAL WALL, 2X4'6 a 16" O.C., UNLESS OTHERWISE DIMENSIONED. 6. PROVIDE SMOKE DETECTORS AS REQUIRED BY CODE. 1. PROvIOE DOORBELLS, TRANSFORMER, AND CHIME. r - I FACE OF ( I WALL BELOW sc ( HEICAT) I ( I ( I FRONT EDGE E-] Cie OF PORCH BELOW DORMER FLAN 1/4" = 1' MASTER BATH KITCHEN DO NOT SCALE' DRAWINGS._ NAL �OPYRIGH E© OF�IED/OR REPRODUCED WITHOUT WRiTTEt'ESERVED BY OPERMISSION RDNER, ARCHITECT, INC. t Z CID CDm N o V U Z y i W ® 0 J c Lo e® 1— > c Z V w W co W pC 00 N 0 Vr CID � N Q X 0 tti a a IL 0 LLL 0 �o 30 _o :4, N N O � rn ji L C3 U o N 00 �- u Q s n 0 FRONT EDGE E-] Cie OF PORCH BELOW DORMER FLAN 1/4" = 1' MASTER BATH KITCHEN DO NOT SCALE' DRAWINGS._ NAL �OPYRIGH E© OF�IED/OR REPRODUCED WITHOUT WRiTTEt'ESERVED BY OPERMISSION RDNER, ARCHITECT, INC. t Z CID CDm N o V U Z y i W ® 0 J c Lo e® 1— > c Z V w W co W pC 00 N 0 Vr CID � N Q X 0 tti a a IL 0 LLL L --------------------------------1-------I RIGHT SIDE ELEVATION ane• . r METAL CHIMNEY 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j ---— — — — 1 �------------------------------1------� LEFT SIDE ELEVATION 3/Ib" I' -Ori IX4 BOA -OON I BASEMENT — _ _ _ _ L - _ — (TOP OF SLAB) �) _ L---------------------i-----------i- - FRONT ELEVATION 1/411 a 1_mu r------------- ------1 I — — FACE OF WALL BELOW I I I I L I � I I � I n I I I 12 L12 I 12 12 I ( i I 12F I I I i I i I I I I I 1 I I I i El I I I I I I 12 12 I 12f 712 i I SKYLIGHT i TOP _ I . I I I i i = ROOF -PLAN 1/8u = 11-011 FIRST FLOOR _ (SUB) FOR INFORMATION ON FASCIA SEE WALL SECTION--, 2•—d" 2400 SHINGLES f (TY P.) 111 III iii 111 111 ■E■ 111 1;1 ill 1 I i 111 1 1 ��„��i► I \--HANDRAIL OMITTED ' I FOR CLARITY ` I I I r ( I I I i zrrd�'SL— ---------————————————— -- ------ L------------------------- ------------------ REAR ELEVATION DO NOT SCALE DRAWINGS. COPYRIGHT © 4/16/96 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT INC. .tr,T rr% ar rn Irn nR RFPRdoUCED WITHOUT WRITTEN PERMISSION ■o m T m co tV s V Z U vi E o w O J GD (n J w Z a U w �. w co O W m QO 0e N C ~ o O ® ,O _ co C n G T CD a: N Q X O m O tL I 0 I I E O U �7 L N 3 � —o � N � N 111 cn ►��4.y,. J ci d c O r� N 1 3 a >v b \--HANDRAIL OMITTED ' I FOR CLARITY ` I I I r ( I I I i zrrd�'SL— ---------————————————— -- ------ L------------------------- ------------------ REAR ELEVATION DO NOT SCALE DRAWINGS. COPYRIGHT © 4/16/96 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT INC. .tr,T rr% ar rn Irn nR RFPRdoUCED WITHOUT WRITTEN PERMISSION ■o m T m co tV s V Z U vi E o w O J GD (n J w Z a U w �. w co O W m QO 0e N C ~ o O ® ,O _ co C n G T CD a: N Q X O m O tL I 0 I I