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HomeMy WebLinkAbout04030011 Building Plans (2)NVId dooa 'M "OOUl AsavMi OM 111OPMM Q ti0'60'b0 31Va 1NIad TDI A8 a3)133HO dal A8 NMVaa 50'LZ'S0 31Va JNIMVaa L06'006 b38WnN SOr woo•yoaeA4sae4oj : ilgw-3 OW-69P (51.9) MA 66W69b (5 LS) :191 OVOSV 0140 `uosew laeils ulem A SOL VP2 b 1' 1M IV d MIM I Mid-uDl 1 ASOO Joualul-8uiuuPld.ajnljajiyjjd Ju l'sal-ei aOssdP2 Aj�j'eMOJLT OOZir-BLS (658) LLOW AN `IlGgoi!v4 1A GAiaa MOIAPusaD LLZ sawom saajo r 0 o7;z ' r M . cn C m > o� 170'60170 "idaCf 'i7di9 l 31Va :SNOISIA3a _ �P�"6PJ"t�PJ �f/111W911S3�1 .. �P)"gP)'ll 11J.Jzl�d 29171.01 0119 31Va :ao=i a3nSS1 a� A GHUJA� EDTL. 13 ,43.1 ,42.1 PIER PIER DETAIL DETAIL TK.MC. EL. 01-011 2 AIL FRONT ELEVAO-ION _ - J 06 M =111: Q VA ` '''/'//////��ti11111111�11 \` SCALE: 2 ISSUED FOR: DATE BID 10.14.03 PERMIT 11.06.03 RESUBMITTAL 04.09.04 REVISIONS: DATE I BLDG. DEPT. 104.0'B.0-4 �c Z 0CL Q Q < .a U.JO g 0 a t, HOM65 ; rees 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 =Tokarsky &Assoc i ates,,nc Architecture* Planning* Interior Design i&A MT &A MT MT &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 0 COVI O f soon TOKAR Y MMC.. MR ELEVATIONS A2mO SCALE: I II «:w 2 ' (I BRICK SOLDIER COURSE, TYP. 1151EDE ELEVATION 3 \ / I f—sNMLes, Trp.--*,/ LOCATION L_ — — — — _j SEE DETAIL 4/A-' FOR HDp, DETAIL BARGE MOULD 12x12 ROUGH SAUDI CEDAR POST TYP BACKER ROD 4 51 LIMESTONE CAP BRICK SOLDIER NATURAL STONE v SIMPSON TIE (CB WW2) CARRIAGE B BRICK SOLDIER BRICK VENEER (RECESS COARSE BRICK VENEER WIT CORROSIVE WALL 1" MIN. AIRSPACE Sx8xl6 CONCRETE MASONRY UNIT GROUT FULL 12xSx16 CONCRETE MASONRY UNIT FA OLUMN �5EGTION LOCATION FLA614NG TYP. Ix 12 Ix b CEDAR SHINGLE SEE DETAIL 4/A-3 2x 4 CEDAR -s 12" 2x 10 CEDAR TREI 4x 12 CEDAR BEAT SOLID 12x 12 ROUGI COLUMN, TYP. 36" H. HANDRAIL �T/CONC. EL. 0'-0" 42" H. GUARDRAIL G1 SCALE:j 1/41'=11-011 ISSUED FOR: DATE BID 10.14.03 PERMIT 11.06.03 RESUBMITTAL 04.09.04 REVISIONS: DATE 1 BLDG. DEPT. 04.09.04 �z CL uj C) ....� C LLJ �0 O CL ,,Drees HOMES 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 =Tokarsky &Assoc i ates, nc Architecture- Planning* Interior Design iMT =T f &A &A MT MT &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 Oo connno ff soon TOKARO ,r A880C. W. ELEVATIONS r A2ml PANEL SIDIN PRIMED Ix PRIMED I> PRIMED 2x CONT. PRIMED Ix 'IVAROUND BLDG. 4 INTERIOR 2x1 EL. II' -0 3/4" EL, 10'-1 1/2" PRIMED PRIMED 1x1 3 1/2" 51/2" 51/2" 51/2" 51/211 I' -II I/2" 2x4 (2)1x12 W/1/2" SPACER PRIMED Ix4 2x BLOCKING EADERDETAIL III�I'-SL/' LOCATION T/MASONRY WALL EL. 10'-011 T/GONG. SLAIN IJ1-/ EL. 0'-011 G� ----- --- FIN. GRADE I ( 4.(d BUILDING SECTION ' 1 A3.1 BLDG FINISH GRADE CEDAR SECTI PLYWOOD CEILING WOOD TRUSSES ---- 12 g24"O.C.,TYP. WOOD TRUSSES �9 24" O.C. TYP. T/BRG PLATEI - i i- 3.0 EL. 18'-9 1/411 ,, BLDG B/ HEADER I I 50 SECTION EL. 18 -6 _ I . XED i Ix 6 TR �"I I - F---- lx 3 CEDAR TRIM ! 41-0"x 8' 0" FINISH AT ALL JOINTS ADE CEE PLYWO D T/MASONRY WALL • EL. 10'-0" TF -�— OPEN HIM 1! 1111111 1,111! 1 BEYOND i - �L HOLD CMU WALL - - 0L _ I^ t DOWNN 6 DOOR O -O -�L?L_s(� ^.�QI - POUR SLAB THRU T/GONG. SLAB -- - EL. 0'-011 7 7I _ -- - --- — -- 3 ------ -JI BTM OF FTG TO BE 30" MIN BELOW FINISHED GRADE, TYP. 115UILDING SECTION 36" H. HANDRAIL (4) RISERS g 6" (3) TREAD'S * 12 " (4) RISERS tv 6" SEE DETAIL 3/A2.1 SCALE: 2 I I 1/411=11-0.. T/BRG PLATE EL. 18'-9 1/4" I T/MASONRY W41- EL. A LEL. 10'-011 W 22' I I GIRDER TRUSS II jk T/GONG. SLAB EL. 01-011 FIN. GRADE I I I 4.0 24" 12 TYP. 6 12 BTM OF FTG TO BE 30" MIN BELOW FINISHED GRADE, TYP. I A3.1 BLDG SECTION sl 1611 O.C. OPEN BEYOND HOLD CMU WALL DOWNN S DOOR POUR SLAB THRU WOOD TRUSSES G 24" O.G., TYP. E3/ HEADER EL. 18'-6" WP GIRDER TW56 \��2AO JOISTS 16" O.C. g 0' Tina 4" CMU SCREEN WALL NQ LOCATION FIN. GRADE I U I L D I NG SECTION SCALE: `````1111\111111111111111 .-INN -40 y �J o� e ISSUED FOR: DATE BID 10.14.03 PERMIT 11.06.03 RESUBMITTAL 04.09.04 I REVISIONS: DATE I BLDG, DEPT. 04.09.04 CL Uj..r �r CL C W �o < i. CL I i rees HOMES 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 E; i � Tokarsky &Assoc i ates, I nc Architectures Planning* Interior Design .T .T &AA r �T MT &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com i� JOB NUMBER 900.901 DRAWING DATE 05.27.03 f DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 Oo 00F M&W =000 TaUAtlsIC1I A88W, W. i BUILDING SECTIONS A3mO i. i NOTE: CENTER PC. TO BE SOLID BOLTED ( SINK 4 PLUG) 2x18 CONT. SOLID CO AT I V RAFTER D TL 5. SGALE: D R ,E� =I11-011111 REAR T/BRG PLATE EL. 18'-9 1/4" / HEADER �L. 10'-1 1/2" H142" H. GUARDRAIL /CONC. SLAB L. 0'-0" BUILDING SECTIONQ I2x12 ROUGH SAID CEDAR POST 2x4 ROUGH SAO CEDAR PURLIN 1 2x10 ROUGH SAW CEDAR TYP. 4x12 ROUGH SAUt CEDAR TYP. BACKER ROD 4 LIMESTONE CAP NATURAL STONE SIMPSON TIE (CE W/(2) CARRIAGE BRICK SOLDIER BRICK VENEER (RECESS COARS BRICK VENEER U CORROSIVE WAL I" MIN. AIRSPACE 4x&x16 CONCRET MASONRY UNIT GROUT FULL 8x8x16 CONCRET MASONRY UNIT 4' -0" 1 BEYOND .43.1 2'-0" FINISH GRADE CEDAR TYP PLYWOOD CEILING 2x8 CEDAR RAFTER EXT. WOOD TRUSSES 624" O.C.. EXTEND THRU 12 6 24" O.C., TYP. WALL 4'-0" AND 6�WOOD TRUSSES ATTACH TO TRUSSES , , 6 24" O.C., TYP. 2 2x12 CEDAR END.--- 7-- 2 050 0 IxI2 ND1x12 CEDARIf 050 3.(d RAFTER BEYOND iIXED o '✓ TRIM, +! � I �o 2x4 6 16" O.C.LLJ r4 j - ix 6 TRI 1`1 -1� lx 3 CEDAR TRIM 3'0 ' 1 4'-0"x 8' 0" FINISH AT ALL JOINTS SIM.RADE CE R PLYWOOD 2x4 CEDAR 612" O.C.- 2x10 WD. TRELLIS CEDAR SHINGLES f� .�_r� -- i OPEN 1111111-11111111 fill rBEYOND _ BRICK ROWLOCK STONE VENEER 4" GONG. SLAB A COLUMN 5 CTIOld FIRMAU lx 6 CEDAR TRIM CONT. AROUND BLDG. 4 INTERIOR EL. 11'-0 3/4" REAR 36" H. HANDRAIL - T/GONG. SLAB EL. 0'-0" (3) TREADS 612"- (4)TREAD5 66" SEE DETAIL 3/A2.1 REBAR IN --� STEPS, TYP. scare: ,�..,'-0.. 2 PUILDINCx SECTION BRICK BEYOND l ✓/ I Z+IL (4)TREADS 66" SEE DETAIL 3/A2.1 t114 '-0" FINISH GRADE CEDAR PLYWOOD ON CEILING CENTER PC. SOLID EXTEND THRU WALL 4 SECURE TO TRUSSES. TYP. Ix 3 CEDAR TRIM 6 JOINTS, TYP, Ix 6 CEDAR TRIM CEDAR PLYWOOD FRONT T/ARCH. EL. 9' -9 1/4" Ix 3 CEDAR TRIM 6 JOINTS, TYP. - 36" H. HANDRAIL. 4" SPACING BETWEEN VERT. RAILS, TYP. 4 TO SOLID BEARING, TYP. SCALE: j r 1111111111/j/ NA = v;3 ����ljrnrnllu�a� ISSUED FOR: DATE BID 10.14 03 PERMIT 11.06.03 RESUBMITTAL 04.09.04 t` ( REVISIONS: DATE 1 BLDG. DEPT. 04.09.04 0 CL.... LU ..... CL � J LU < 0 �o reest I. HOMES 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 I =Tokarsk .y &Assoc i ates, ins Architecture* Planning* Interior Design LGT LGT � - &A &A LG LG &A &A 108 w. Main Street Mason, Ohio 45040 Tei: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING DATE 05.27.03 i DRAWN BY LCP l CHECKED BY LGT PRINT DATE 04.09.04 (D COPY=" 5000 TCWUMY Mumm. /IC. BUILDING SECTIONS A3ml i LARGE PIER ELEVATION - COMPACTED GRANULAR FILL s`A`E` 2 1 9 8 12 10 I �L J L 1 104220.0 2 C, ��-J I 111/2" 1'-6" 111/2" FIDE R AM FLAN �1 SCALE. LOWER BEAM LAN 51/2"1 x`51/2" m N LO r- �A3-2 � 5 � 432 I ® 1 M 10 � 3 6„ 433 CNI (0 5 8 CIN m 9 I ( 1 03210.4 04210.0 10" I i m 3 N fA �4 0 04220.0 a 04220.D 6 z N • /{14 03210.8 I'f i • D° _t 9J D �� ° � .. . � ° � — n D 1211 5'_011 ARGE fi I E R 5 CTI Oil SCALE: 51-011 8 "x8"x16" C.M.U. 8"x12"x16" C.M.U. 03310.4 OUN D A T I Oil FLAN SCALE: MATERIAL <E)ING LEGEND 02110.0 - COMPACTED GRANULAR FILL 03210.4 - 04 REINFORCING BAR .B - 05 REINFORCING: BAR 03310.4 - CONCRETE 03450.0 - PRECAST CONCRETE SILL 04210.4 - BRICK VENEER .0 - COURSE STONE VENEER 04420.8 - 4"x8"x16" CMU 04420.0 - 8"x8"xl6" CMU 04420.D - 10"x8"x16" CMU 05120.A - 1/2" ANCHOR BOLT 06110.A - 2x2 .0-2x4 .D - 2x6 .E - 2x8 .L - Ix6 .M - Ix8 - PROVIDE BRICK WALLS TIES EVERY 6th COURSE, OR AT 32"o.c. HORIZONTALLY (WITH MASONRY WALLS) - PROVIDE WEEP HOLES 32"o.c. WITH SRICK/STONE VENEER. WEEP HOLES SHALL NOT BE LESS THAN 3/16" IN DIAMETER. - PROVIDE MYLAR FLASHING AT BRICK LEDGES. - ALL CONCRETE FOOTINGS TO BE 3000psi. - ALL CONCRETE FLATWORK TO BE 4000psi. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ALL CONCRETE TO HAVE AN AIR CONTENT AS SPECIFIED IN TABLE 1901.1.1 OF '98 OBBC. - ALL EXPOSED FASTNERS TO BE GALVANIZED OR STAINLESS STEEL. KEY NCTE5 FILL CAVITY FULL WITH CONCRETE 6x6 ROUGH SAWN CEDAR POST (SEE F/E-5 FOR POST CAP DETAIL) a BRICK SOLDIER COURSE (PULL 1/2" AND SLOPE BRICK TO DRAIN WATER) ® BRICK COURSE RECESS I" 5 BRICK ROW LOCK (SLOPE BRICK TO ALLOW FOR DRAINAGE) © ROUGH SAWN CEDAR KNEE BRACE (CUT FROM 4x12 SEE DETAIL A/E-5) a PRE -CAST CONCRETE CAP 30"x30"x4" ® 2x6 ROUGH SAWN CEDAR CROSS BRACE 0 EDGE OF PRE -CAST CAP BELOW 10 404 RE -BAR GROUTED 16" INTO C.M.U. (EXTEND 8" INTO POST BASE) II 412 ROUGH SAWN (-.:DAR ❑ 1"x5"x1/4" ANGLE IRON TO ANCHOR POST TO CON. CAP 12 (1) BETWEEN EACH SET OF POSTS (2) TOTAL) `\```����a �Y a u►►►n►►��'. go '(f) ISSUED FOR: DATE BID 110.14-03 PERMIT 11.06.03 RESUBMITTAL 104.09D4 REVISIONS: DATE N 1 BLDG. DEPT. 104.013.0-4 1Z 0 �MENEM J W Q H Lu J �z 0 Q O J a ,,Drees HOMES 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 =Tokarsky &Assoc i ates f i nc Architecture- Planning Interior Design MT GT &A &A MTLGT &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 ocormwiff am ""W" Mow, w- DETAILS z L, z 4 i�i4 d �//fff/111111111\\\�� �z z ISSUED FOR: DATE BID E 10.14.03 PERMIT 11.06.03 RESUBMITTAL 04.09.04 %ALJ.J J REVISIONS: DATE I BLDG. DEPT. 04.09.04 �z z Ce 0� J anwo W C) Q Poona CL %ALJ.J J �z 0J O CL E� -Drees HOME 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 � Tokarsky &Assodates,inc Architecture* Planning, Interior Design LG &A &A LG &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.9 7 F- 4 f I_ I. . I' i E� -Drees HOME 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 � Tokarsky &Assodates,inc Architecture* Planning, Interior Design LG &A &A LG &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.9 7 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT I. PRINT DATE 04.09.04 i O COPMOff =000 TOKARMKY ASSOC. MIC. DETAILS E- I A3z3 I' I I� I' i 01 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT I. PRINT DATE 04.09.04 i O COPMOff =000 TOKARMKY ASSOC. MIC. DETAILS E- I A3z3 I' I 48" (BEYOND) 2x 12 CEDAR END RAFTER BEYOND T/FRAME WALL EL. 18'-9 1/4" All 2x 8 rEDAR RAFTER EXTENSION 6 24" O.C. - EXTEND THRU WALL 4'-0" AND ATTACH TO TRUSS, TYP. 2x 18 CEDAR TRIM BD, CEDAR SHINGLE5 2x 4 CEDER TRIM 2x 4 CEDER TRIM 2x 6 CEDER TRIM (SLOPED) • CONT. _ AROUND BLDG. 4 INTERIOR 0 EL. 111-0 3/411 -' - T/MASONRY WALL - EL. 10'-011 Ix 12 CEDAR TRIM BD. 2x 10 PRESSURE TREATED Ix 10 CEDAR TRIM BD. FLASHING - EXTEND UP FRAME • WALL 16" MIN. STONE VENEER 2 1/411 MEMBRANE FLASHING LAPPED - . OVER METAL FLASHING METAL FLASHING UNDER MEMBRANE BRICK SOLDIER COURSE PULLED 1" ~ BRICK COURSE RECESSED 1" T/GONG. SLAB EL. 0'-011 BRICK VENEER #4 VERTICAL REBARS g 24" O.C. EXTEND FULL HGHT. - GROUT 50LID GROUT SOLID �- WALL SECTION �— 5/4x 6 DECKING ON UNDERSIDE OF TRUSSES PRE -MANUFACTURED WD. TRUSSES 6 24" O.G. Ix 12 CEDAR TRIM BD.I 2x 4 STUDS 9 16" Q.C. 4'-O"x 8'-0" FINISH GLADE CEDAR PLYWOOD BOND BEAM w/ (2) 04 BARS w/ 2x 8 P.T. TOP PLATE CONT. ANCHORED TO BOND BEAM 2x 4 RAFTERS a 16" O.C. 2x 10 CLG , OISTS 0 16" O.C. SAMEAS EXTERIOR Ix Ii CEDAR TRIM 4'-&x_&'-0" FINISH GRADE GEDAR PLYWOOD ON 3/4" FURRING SNEER A"` 3 11 41111- /�N I 36" MIN. I I cS 18" MIN. 5411 MIN. 1211 42" MIN. m (P m 6, N.G. RESTROOMELEV.�A_`Em11 4 ETM/ -INTEL EL. T-411 7A11 PRE -MANUFACTURED WD. TRUSSES 9 24" O.G. 5/4"x6" PT. WD. DECKING 2x 8 P.T. TOP PLATE ANCHORED TO BOND BEAM BOND BEAM w/ (2) 04 BARS CONTINUOUS 2x 8 CEDAR RAFTER EXTENSION a 24" O.C. - EXTEND THRU WALL 4'-0" AND ATTACH TO TRUSS, TYP. 2x4 CEDARS 12" O.C. 3/4" P.T. FURRING STRIPS 12" O.C. FROM TOP OF ROW LOCK TO B:O. TRU56 2x 10 TRELLIS MEMBER Ix 12 CEDAR TRIM 2x 8 CEDAR LEDGER BD. BOLTED TO CMU WALL CEDAR SHINGLES BEYOND PRE -CAST CONCRETE SILL BRICK ROW LOCK 4" STONE VENEER 4" CONCRETE SLAB T/GONG. SLAB •EL. 0'-01. 4" CONCRETE BLOCK, TYP. =1 I I=1 I I=1 I I=1 I 8" CONCRETE BLOCK, TYP. 1=.111=III--=III= III=III=III- II tl 4 PERFORATED DRAIN TILE, TYP. ---CONCRETE FOOTING w/ (2) 04 REBARS CONTINUOUS 4LL SECTION SCALE - 3/4"=V -0" PRE -MANUFACTURED WD. 24" TRUSSES G 24" O.C. 5/4"x6" PT. WD. DECKING 12 2x 8 P.T. TOP PLATE ANCHORED TO BOND BEAM 6 BOND BEAM w/ (2) 04 BARS CONTINUOUS 2x 8 CEDAR RAFTER EXTENSION,T/MAS. 6 24" O.G. - EXTEND WALL THRU WALL 4'-0" AND EL. l0'-0" ATTACH TO TRUSS, TYP.. '• 1/2" PLYWOOD - SMOOTH ONE''SIDE Ix 12 CEDAR TRIM ON 3/4" P.T. FURRING PRECAST CONC. LINTEL BTM/LINTEL EL. T -All `F 3/4" FURRING STRIPS 6 12" O.G. FROM TOP OF ROW LOCK TO B.O. TRUSS CEDAR SHINGLES BEYOND PRE -CAST CONCRETE SILL BRICK ROW LOCK STONE VENEER 4" 4" CONCRETE SLAB 1 9 MEMBRANE FLASHING LAPPED OVER METAL FLASHING METAL FLASHING 21/411 BRICK SOLDIER COURSE PULLED I" T/GONG. SLAB BRICK COURSE RECESSED i" — ' .: , ' - - EL. 0'-0" BRICK VENEER III � III � II 8" CONCRETE BLOCK, TYP. FINISHED GRADE SLOPE III=1 I I=1 1*4 VERTICAL REBARS S 24" O.C. 11=111=1 11= EXTEND FULL HGHT. - GROUT SOLID 1211 CONCRETE BLOCK, TYP. —III III=1I1= -III-1 I i-1 I I-1 I I � I =1 III=III= CONCRETE FOOTING w/ (3) - .. • • • • .. • —_ #4 REBARS CONTINUOUS =I . < '• ' +! .- I''•_ 1—� �- 4" PERFORATED DRAIN TILE, TYP. SCALE: 4LL SECTION 3,411-1,-m.. U, * N �t_7 = _ ISSUED FOR: DATE B 1 D 10.14.03 PERMIT 11.06.03 RESUBMITTAL 04.09.04 REVISIONS: DATE 1 15LDG. DEPT. 04.09.04 �G Z ad 0 a onno -' W Q �a � J LJJ Nes 0 J O CL ,,Drees HOMES 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 =Tokarsky ssoc i ates, i ,c Architecture* Planning* Interior Design i&A =T &A .T .T &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING. DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 GENERAL NOTES 1. DO NOT 6C,4LE DRAWING,5, 2. D imens ion Notes: a) Exterior dimensions are to face of Foundation/ face of stud b) interior dimensions are to face of Framing, (studs). c) Typical standard height, ((t/= 9'-0" panel height), exterior stud walls are 4". (2 x 4's a 16" o.c. with 1/2" exterior Sheathing.) d) Typical tall, (ie 9'-0" panel height), exterior stud walls are roll, e) Typical standard height, ((�_/= 9'-0" panel height), exterior brick masonry veneer walls are 8". (2 x 4's 8 16" o.c. with 1/2" exterior, sheathing and 4" brick masonry veneer.) F) Typical tail, (fe 31-0" panel height), exterior brick masonry veneer walls are 10". (2 x 6's 6 16" O.C. with 1/2" exterior sheathing and 4" brick masonry veneer.) 3. Structural Design Loads: a) Design live loads: Main Floor Slab 40 P.S.F. Attics 20 P.S.F. Basic Wind Speed Resist. 90 M.P.H. (3 second gust) = Wind Load importance Factor (1) = 1 75 mph (fastest mile) Wind Exposure = B Roof loads: minimum live load 12 P.S.F. per structural member Snow load (Flat and low slope roofs) 1i.5 P.S.F. SEISMIC DESIGN Peak velocity Av = .011 Peak Acceleration ,4q .10 Seismic Hazard Exposure Group 1 Seismic Hazard Performance B Soil Profile Type 83 -ar,4 S =—I 5r Basic structural system I. Load beariA!@ wall system Response Modification R = 6.5 Deflection' Amplitude Cd = 4 b) Minimum sail bearing capacity: All footings/piers and slabs are to be placed on dry undisturbed soil or engineered fill, regardless of elevations shown on drawings. Bottom of all c footings/piers to be placed a minimum 30" below the surrounding finish grade and to a minimum 3,000 P.S.F. soil bearing capacity. Soils under all areas of construction to receive soil treatment. 4. Concrete: a) A l l concrete construction sha I I conform to the American Concrete Institute, requirements for reinforced concrete AGI -310, b) All cast -in-place concrete shall have a 3,000 P.S.i. 28 day compressive strength. c) All reinforcing shall meet the American Society of Test Materials, (ASTM), Specification A-615, grade 40. Minimum concrete cover for footing reinforcing is 3", for foundation wall reinforcing is 211, and for slabs reinforcing is to be place at mid -depth. d) All foundation footings, (designed for minimum 3,000 P.S.F. soil bearing capacity), are to be protected during curing from the actions of water and/or freezing. e) All foundation wall footings, (basement, crawl space and garage), to be all x 20" cast -in-place concrete with (2) 04 bars continuous and a continuous "V" cut key, unless otherwise noted. F) Concrete slab thickness, to be 4" over 6 mil. poly over 8" min. gravel washed gravel underfill. g) All interior and exterior slabs to be trowel or machine finished. Exterior slabs to be 4.5io to -1.5%' air entrained. All slabs to have hand tooled or sawn longitudinal and transverse control joints at the maximum industry standard, (40'-0" o.c.). h)Ixter i r E o walks and steps to be broom finish. 0'4" diameter perforated rigid type polyethylene tubing to be installed around entire perimeter of structure at bottom of Footing, Cas shown on drawings), and with j minimum 24" wash gravel surround. j Foundation wall notes: (unless otherwise noted) 8" Loa d -Bearing CMU, typ. ( See Section 6 ) 5. Framing Lumber: a� ,411 lumber and plywood to be identified by manufacturer's grade stamp. b� ,411 joists, rafters, and lintels, (member sizes per drawings), to be Southern Pine, kiln dried, construction grade # 1 or better, with Fb =1,500 P.S.F, E=1,700,000 P.S.I. and Fv = 90 P.S.I, or better. Note: Notches in exterior and/or bearing walls are not to exceed 25%, of the j stud width and holes are not to be bored to exceed 40ro of is depth. Notches in joists/rafters are not to exceed 150 of the joist/rafter depth and are not to be located in the middle 1/3 of its span. Holes in Joists/rafters are not to be bored to exceed 30%, of the joist/rafter depth and are not to be located within 2" of its top or bottom, nor 24 of its bearing. Holes or notches are not permitted in beams or lintels. c) All structural lumber exposed to exterior and sill plates and sleepers within 8" of grade or in contact with concrete, to be pressure preservative treated, (p.t.). d) ,411 sill plates to be (1) 2 x 4 p.t., anchored with -1/2" Anchor ipolts 6 42" o.C., ,8" d. or other approved method. e) All wood trusses to be shop engineered and fabricated to meet "Design Specification for Metal Plate Connected ood";*(TPI-85), or "Design Specification For Metal Plate Connected Parallel Chord trusses", (PCT -80), by the Truss Plate Institute, Inc. F) Applicant shall submit wood truss design data, 0.e., fabricator, type and manufacturer's sealed drawings, etc.), for ui lding Department approval. 1) UJoo truss structural design loads: 5 P.S.F. live -loa o -i P.S.F. dead load 1 P.S.F Total h) Contractor is 'responsible for proper wood truss handling and temporary racing as ruired by the truss anufacturer including, "Wood Truss andliil and;Erecting ", (HET -80), and 5racing Wood Trusses, Commentary and cencltions;' (TPI -16), by the Truss Plate Institute, Inc. i) Floor, roof d WAIT sheathing: Roof 3 APA rated roo f slthl expcoure 1 l { 2AA&APA rated structural wa ..�g, exposure * ! I to full panel height, t9p. j) All mwti le beams of 3 or more Wcne s to bis bolted together with 1/2 m through bolts s 16" oz. stafter top and .bottom with 2 bolts at_ k) Standard wood frame opening lintel sizes, (unless otherwise noted): Span . Min. Lintel 0 to 3'-6" (2) 2 x 8's over 3'-&11 to 6'-0" (2) 2 x 10's over 6'-0" to 1'-0" (2) 2 X 12's �. Masonry: a) Concrete block to be ,OSTM C-90, Grade A, Type I. Mortar to be ASTM 0210 Type S. b) All concrete block wa IIs to have ga Ivanized wire truss type joint reinforcing Q 24" O.C. vertical (max.). Width and gauge as recommended by manufacturer. c) Top 8" block course to be a continuous bond beam with (2) 04's continuous at bearing walls. Block cores to be filled solid at point load bearing points to footing. d) AiI joints to be concave. All masonry to be laid in standard running bond, except as called out on drawings. e) Provide control joints in exterior walls where indicated on drawings. f) Brick veneer to have 18 gauge, corrugated, galvanized steel wall ties (1/8" UJ x roll L) for brick at 24" vertically, 24" horizontally (max.) g) Provide continuous plastic base flashing with weep holes Q 4'-0" O.C. (max.) in head joints. h) All masonry walls to be adequately braced until tied to structure. ►) Arl a sorry subjected to temperatures of 40 agrees Fahrenheit or lower shall be protected in accordance with iMiAUJC recommendations. j) All exterior brick shall be waterproofed with spray coat OF silicone. k) Steel angle lintels in masonry veneer frame Construction opening (unless otherwise noted on plans: 3 1/211 x 3 1/2"x 3/8" 0 spans to 41-011 4"x 3 1/2"x 3/8" a spans to 6 ' -0" 6"x 3 1/3"x 3/8" 'a spans to 8'-0" 6"x 4"x 1/2" to (al'-0tl 1) Type S non = &in ing mortar to be used. m) Cavity space: min. 1" air space between brick and sheathin . n) Provide flasplines and weep holes at all locations as required to assure a watertight enclosure. 7. Miscel laneaus Metals, -None- 8. Insulation and Vapor Barriers: -None- Items. a) Firestopping to be provided in wood Frame construction, in the concealed spaces of the stud walls including furred spaces at the ceiling and floor areas, at all interconnect ions between concealed vertical and horizontal spaces, (i.e. soffits, cove Ceilings, etc.), in concealed space between stair stringers at the top and bottom of its run, and at openings around vents, pipes, ducts, chimneys and Fireplaces at ceiling and floor areas. ,411 required firestopping non-combustible materials and dra Ftstopping is to be maintained in clear view until inspection and approval is achieved by the Buildings inspector. b) Roof shingles to be Class A fiberglass asphalt over 15# single ply asphalt saturated felt applied with hot ga Ivanized or aluminum nails as recommended by manufacturer. c) Window sizes, (as noted on plans per 'Pella'), clad wood frame. l NO Mill .4.4c ISSUED FOR: BID PERMIT RESUBMITTAL DATE 10.14.03 11.06.03 ?4.09.04 REVISIONS: DATE 1 BLDCx. 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Mitchell, KY 41017 (859) 578-4200 =Tokarsk &Assoc i ates, irc Architecture* Planning* Interior Design .T ::T &A 7A MT MT &A &A 108 w. Main Stmt Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 Comm a000 "Mmm MWOO. w - FOUNDATION PLAN Al wO a b' I ISSUED FOR: DATE BID 0�J 10.14.03 PERMIT U.j 11.06.03 RM5MITTAL Q 04.09.04 1 Z me 0�J U.j >C) Q O. U.J� J �z Q J O O. Drees HOMESSM 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 � Tokarsky &Assoc i ates,,nc Architecture* Planning* Interior Design i&A MT &A =T ;; T &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 ````\`\```�a�Y IIS ►Il/���� ' ' ��' ��' WHO � W � • '- us : o� �i ISSUED FOR: DATE BID 10.14.03 PERMIT 11.06.03 RESUBMITTAL 104.09.04 REVISIONS: DATE I BLDG. DEPT. 04.09.04 -1� z 0� J emna uj Lo > 4 d � Lu J O O CL es HOMES 211 Grandview Drive Ft. Mitchell, KY 41017 (859) 578-4200 � Tokarsky &Associates,lt,� Architecture• Planning• Interior Design i.T MT &A &A MT =T &A &A 108 w. Main Street Mason, Ohio 45040 Tel: (513) 459-8899 Fax: (513) 459-9440 E-mail: tokarskyarch.com JOB NUMBER 900.901 DRAWING DATE 05.27.03 DRAWN BY LCP CHECKED BY LGT PRINT DATE 04.09.04 O COPVnwiT MW To"Ra Y Mom. w - ELECTRICAL PLAN