Loading...
HomeMy WebLinkAbout04060028 Building PlansF-10/12 � ► 10/12� I!\ I I U II I! i, I� i I \V I 1 , I' ! {I I� yILr-- ice ----------- —JI II {! fj DEPICTS 1ST FuR. DEPICTS 2ND FLR. WALLS— {{ 111 (TYPICAL) II (TYPICAL) �� 1 1 {{! 1 I u L- �{ I I nI �1 `` SEMI -CONCEALED RIDGE I, {{ 1 ! I I I N 00 VENT (TYPICAL) iL = II D I — � ,, II n H iI II C4IL J� 04 l i{ -Z1-II (r H \ it I'�--- - _JL_ -j 11 OD n F_ F_ 71 u l III II II ! II I II r' II ,I 1 --- I e� II I! II �I �I II it I ! I II II II LO i i 1 �12 I 12/12 i 1 I` -__= I n L_ II II !I I - J - -r= FF - r - I Ij II I I cq I l II II I LO I II !I i� I it li 12/12 12/12 1 it II 12/12 1 /12 II II Ij !! �-II I II I I II ! � I I II I- ---_==- -�J ( I L ------ SE:!I- CONCE"„LED RIDGE —� VENT (TYPICAL) R O O F P L A N SCALE: 1 /8"= 1— 0" ilVl�' JIIIIOPENING 1, ,�• SIZE.I 1ST FLOOR II ISI 2N? FLOOR 111111 1 x 10 TOP WITH 11/16" x 1 3/8' PANEL MOULD EDGING. OVER 3 5/8' CROWN MOULD 3 1/4' INVERTED BASE MOULD IX 12 WITH 1 1/2' PANEL MOULD CERAMIC TILE FLUTED lx TRIM 1/2" x 3/4' QUARTER ROUND 1x6 BASE W/ INVERTED 11/16" x 1 3/8' PANEL MOULD WITH 3/4' SHOE MOULD (TYPICAL) WOOD BASE AND SHOE MOULD BEYOND 12:12 12 81- 1213 12 r c '<o TOP OF DECK ' 5 -- -- 2nd FIR. ' n i a= 13t FIR. UNE 4 K I G H I SCALE: 1 /8"=1'-0" ----T-�----------------- UPGRADED FIREPLACE MANTLE ELEVATION C SCALE: 1/2"=1'-0" I' 10-0" A.F.F. -------------- -r-------------� ;.,_—==___====-z'\ � CEILING HGT, SEE FLOOR PLAN �" % `��� � 9'-0' A.F.F. CEILING HGT, I 5 5/8• 55 1 --------- ---;(� ARCH APEX ,t I 8 7/r { • 8 7/8' I /- CERAMIC WALL TILE I! 11 i < EDUAL ESX1.Ji __ I (FLUSH CERAMIC TILE HEARTH) 6'-11" A.F.F. r==r-- 0 II II I ARCH SPRINGUNE 1 x 6 (TYPICP!) ii ii ii ii TWO-PIECE J^ I ii ii n n CROWN MOULD m LINE OF MANTLE PROJECTION ABOVELINE u „ re a !I L� ' ii ii ii ii DOOROF ENTRY TRANSOM II I II AND CASING li 11 y I I FLUTED Ix TRIM (TYPICAL) a II 9' CEILING n ii 1x6 BASE W/ IN\rERTED PANEL MOULD i ri HARDWOOD 5 7/$• 71 WITH " II CROWN ° II 71 5 71e3/4' SHOE MOULD (TYPICAL) II II II I I I I I I 6'-2' (OVERALL TILE HEARTH) - VERFY - I - - - - - - EQUAL- -- - - - - - - - MAL - - INTERIOR SIX FLOOR MASI I UPGRADED FIREPLACEA ARCH ELEVATION MANTLE PLAN DETAIL SCAIE:1/4'�T'_O" 6 SCALE: 1/2"=1'-0" 1 x 4 WINDOW WRAP WITH 12 METAL DRIP AT HEAD -18 DBL WALKING SOLDIER COURSE 1x2 ON 1x6 RAKE r OVER 1x6 SUBRAKE 16" x 30' GABLE VENT WITH oBRICK MOULD SURROUND Io BRICK ROWLOCK SILL BRICK VENEER TOP OF DECK - 2nd FLR. ------------------- BRICK WALKING SOLDIER. _ 1/2" PROJ. BRICK SOLDIER — ARCH W/ 1/2" PROJ. 4c. CAST _ STONE KEYSTONE x a '�p 14' WIDE PANELLED — 3 h = SHUTTERS oo o Z 3 1` z 1 x12 WOOD ARCH —� 1 x 6 TRIM (SIDES TYP.) — 1 x 4 TRIM — TOP OF DECK - 1st FLR. HARDI-PLANK SIDING - 6" EXPO CENTER WINDOW UNDER RIDGE 10:12 ------12- 12 1 zo 1x12 M,.. ,:.,.,,.r•. - K L A K L L S C A L E: 1/ 8"= 1'— 0" FIELD , JiIFY ROUGH OPENING S C A L E: 1/ 8"— 1 — 0" SEMI -CONCEALED ATTIC RIDGE VENT 12 12 B: 12 ROOF PITCH ROOF SHINGLES AS PER SPEC. 1x6 W/ METAL DRIP (TYP.) TYPICAL FRONT RAKE OFTAII 1x2 ON 1x6 RAKE 1x6 SUB -RAKE � 1 3/4' METAL DRIP OVER f- 1x2 WOOD TRIM OVER �- 1x6 (HEAD ANU SILL) I X14" WIDE PANELED SHUTTERS \---------------- HOTiZONTAL SIDING 6' EXPOSURE _. acre DRIP um, e e ._—. a------ ■ONE�---- �_—_. 111t1111111r11111111111111111111��111111111111111111111111[11//jIN �tY1x6 FASCIA BD.' MIX W�m men —I �■RO KEYSTONEa= WITH 1/2- PROJECTION cd WI CK STRETCHER _.�mml ISI ISI ISI ISI ISI WE U.;ri■BRICKVENEER .—■asp■_— =.- III Wlim�NWN F01 Wlo7w _I ---•' 3' X 6'-8' (H) ENTRY DOOR L_ ADDRESS KEYSTONE W/ 12' SIDELITE UNITS FIELD VERIFY LOCATION AND -MANSOM BRICK AT BASE OF DOOR FRONT ELEVATION SCALE: 1 /4"==1 0-0" L_ 1/2' PROJECTED BRICK SOLDIER COURSE I I ' •_ PRECEDENT HLI IL3 579-8710 -_, SQUARE FWAGE: BASEMENT N/A 1ST FLOOR 21827 2N? FLOOR 46117 GARAGE 455 SF 1 X 6 TRIM BOARD w/ Z -CAP t 1 RFAR PAW 216 SF I �1 X 6 FRiilt BD. � � , RAFTER BR& I - WAUaNG SOLDIER COURSE W BRIT TYPICAL AT PERIMETER 3 n� w W �2! M,.. ,:.,.,,.r•. - K L A K L L S C A L E: 1/ 8"= 1'— 0" FIELD , JiIFY ROUGH OPENING S C A L E: 1/ 8"— 1 — 0" SEMI -CONCEALED ATTIC RIDGE VENT 12 12 B: 12 ROOF PITCH ROOF SHINGLES AS PER SPEC. 1x6 W/ METAL DRIP (TYP.) TYPICAL FRONT RAKE OFTAII 1x2 ON 1x6 RAKE 1x6 SUB -RAKE � 1 3/4' METAL DRIP OVER f- 1x2 WOOD TRIM OVER �- 1x6 (HEAD ANU SILL) I X14" WIDE PANELED SHUTTERS \---------------- HOTiZONTAL SIDING 6' EXPOSURE _. acre DRIP um, e e ._—. a------ ■ONE�---- �_—_. 111t1111111r11111111111111111111��111111111111111111111111[11//jIN �tY1x6 FASCIA BD.' MIX W�m men —I �■RO KEYSTONEa= WITH 1/2- PROJECTION cd WI CK STRETCHER _.�mml ISI ISI ISI ISI ISI WE U.;ri■BRICKVENEER .—■asp■_— =.- III Wlim�NWN F01 Wlo7w _I ---•' 3' X 6'-8' (H) ENTRY DOOR L_ ADDRESS KEYSTONE W/ 12' SIDELITE UNITS FIELD VERIFY LOCATION AND -MANSOM BRICK AT BASE OF DOOR FRONT ELEVATION SCALE: 1 /4"==1 0-0" L_ 1/2' PROJECTED BRICK SOLDIER COURSE I I ' •_ PRECEDENT HLI IL3 579-8710 -_, SQUARE FWAGE: BASEMENT N/A 1ST FLOOR 21827 2N? FLOOR 46117 GARAGE 455 SF FRW PiARps' 417 1 RFAR PAW 216 SF I TOTAL f M90 26639 PEST TOTAL 31187 I I M lCDI W Vl n� w W Revisions Date PRL.M 5 28 04 Scatel 1/4" Date, 5 28 04 Drawn B ,Lee Job No.l I AP53 1 of 3 I I IN r a I 0 I I 11 12 I VARIES ROOF RAFTERS R-38 BLOWN INSULATION (TYP IN ATTIC) J 2-2X12 WINDOW HEADER (TYPICAL) 12' 0 SIDING OR 16' 0 BRICK COMPOSITION SHINGLES OVER 30# FELT OVER 1/2' DECKING INSULATION BAFFLE 2x4 OUTRIGGERS AT 2'-0' O.C. 1x6 WD. FASCIA (TYPICAL) 8' C.M.U. OR CONCRETE FOUNDA'ROTT WALL 4' GRANULAR FILL UNDER 6 MIL — VAPOR BARRIER OVER UNDISTURBED SOIL 1'-4' x 8' CONT. CONCRETE FOOTING 3D TYPICAL WA L L 2 SECTION O O O FOUNDATION SCALE: 1/2' = 1'-0' BRK LEDGE PER PLAN 0 I - o I co O WALL BRK LEDGE PER PLAN O TYPES 0 8 Fo- 11'-10 GARAGE __________________________________________________ +' CONC. PATIO ABOVE -------_,`\\I HARDBOARD SOFFIT W/ SOFFIT 4' CONCRETE SLAB I 455 SF OVER 0. 4' GRANULAR I REAR PA770 VENTS I 0/0 FOUNDATION (REAR) I FRONT OF GARAGE 14'-41/2 t ; 1x6 WD. FRIEZE (TYPICAL) 14-2 1/4' 8'-9 3/4' I I 8'-9 3/4' ; 12'-10 1/4' WALL CONSTRUCTION (EXTERIOR HORIZ. SIDING): I I t I I 1 I t I I I I I I I I I I I HORIZONTAL LAP SIDING OVER R = 0.13 ----------i r — — — — — — — — — — — — — — — — — — — jl I cn p D O TYVEK HOUSEWRAP OVER R = 0.58 --------- — 0 7/16" OSB SHEATH'G OVER R = 3.50 - - - - - - - - - — I I — — — — — — - - - - - - - - - - - - - - 1 L/N7R PW(ET W S SER �I{ _ Q 2 x 4 WOOD STUDS 16" O.C. R= 0.45 cn I I I w If 9 3/4 WITH R-13 BATT INSULATION R = 13.0 o FLOOR JOISTS w I FLOOR JOISTS 2 MIL VAPOR BARRIER R = 0.68 '- I 1/2" PAINTED DRYWALL R = 0.73 > o 4-11 1/2' 3'-10 1/4' I ( TOTAL R -VALUE = R = 19.07 w w 8' X 16' BLOCK ER (4 COURSES w 2X4 STUDS ®16' O.C. WALL CONSTRUCTION (EXTERIOR BRICK VENEER): uj w w BRICK OR STONE VENEER R = 2.54 � vwi TYVEK HOUSEWRAP OVER R = 0.58 w 7/16" OSB SHEATH'G OVER R = 3.50 L11 2 x 4 WOOD STUDS 16" O.C. R= 0.45 Li WITH R-13 BATT INSULATION R = 13.0 2 MIL VAPOR BARRIER R = 0.68 ON ELL 1/2" PAINTED DRYWALL R = 0.73 / TOTAL R -VALUE = R =21.48 2x4 TREATED SILL PLATE WITH 1/2' DIAM. ANCHOR BOLTS SPACED 4'-O' O.C. (MAX. 1'-0' FROM CORNERS) MASONRY FLASHING W/ WEEP HOLES (1/4' DIAM.) AT 2'-8' O.C. TOP OF FOUND WALL O 00 3/4' PLYWOOD SUBFLOOR ON FLOOR ' FIN. GRADE n JOISTS 8' 'L' BLOCK OR 8" MASONRY OR CONCRETE CONIC. WALL 8' C.M.U. OR CONCRETE FOUNDA'ROTT WALL 4' GRANULAR FILL UNDER 6 MIL — VAPOR BARRIER OVER UNDISTURBED SOIL 1'-4' x 8' CONT. CONCRETE FOOTING 3D TYPICAL WA L L 2 SECTION O O O FOUNDATION SCALE: 1/2' = 1'-0' BRK LEDGE PER PLAN 0 I - o I co O WALL BRK LEDGE PER PLAN O TYPES 0 8 Fo- I j 1 (WITH SOLD BLOCKING PONT LOAD I I — ON 24'1Q4'1f12' CONI FTG. (TYPICAL —1— - 1 - - - - - - - P.L. t--L lliA.1 1' ------T- - - - - al I - - - - -IIP R HEI T I I FFLLL HEI TPIER L J LBX 16' PER CRAWL SPACE 1 (3 COURSES) I --1 =--------------- -----,I I , 1 I 244� � MN. 4 GRANULR#U ---j' SEE b 4 IL VRBART------ ( I LJ X11 1 r I I L l i il; I PL -N. I I- - -------I I -I ----------11 - - 1 I I-------- rY, (` 11 LJ '0:0- - - ------`--L1 1 1 ill 1 n I I 1 ------------ I y - ;---------- I I � -i- 1 - IJ't PLi1A6IlG l�l 0 �L I -J -__j ! , L J J 1 All Im i I Iw I I _ I ---------------------------------- r- -- 11 3'-9 3/4' .'i'-0' Nle-fl'L. r------- FULL HEIGHT FULL HEIGHT SUMP T & � 1 r _ PIER I_ -r - PIES I I I 1 I I I LJ 1 L--�--------- I , , 1 CRAWL I I I i ACCESS i FULL HEIGHT 1; I ill 1 ; ABV. ; 1 - IER 1511' I I I PL -1�- --- ---�---J I Ilw --- I r--, �' FF----�I I �r NUJ --J 1 WH '�, ((V►SR1:,�(p .I ;''' I ��, L --J ADV IL ` J WALL LOAD ABY. L —� 1 I 1 (TYPICAL) �-' -------r=--r�' I ;L --------j 1I L _----------- ------- - -----, r 11'-10 GARAGE __________________________________________________ +' CONC. PATIO ABOVE -------_,`\\I I 4' CONCRETE SLAB I 455 SF OVER 0. 4' GRANULAR I REAR PA770 FILL - SLOPE 2' TO I 0/0 FOUNDATION (REAR) I FRONT OF GARAGE 14'-41/2 t ; 30'-31/2 14-2 1/4' 8'-9 3/4' I I 8'-9 3/4' ; 12'-10 1/4' I I I I I I I I I I I I I L---- 1 I © I I I I I I I I I I I I I I --I I I t I I 1 I t I I I I I I I I I I I ----------i r — — — — — — — — — — — — — — — — — — — jl I t I p D O 1 I 11��------------------------------r--------- 1 --------- — I L P - - - - - - - - - — I I — — — — — — - - - - - - - - - - - - - - 1 L/N7R PW(ET W S SER �I{ _ — — — — — — — — — — — - - - - - I En CRAR SPACE PI 71r-2 I I I MR 4! GRANULAR FILL W If 9 3/4 g-9 3/4 1 3/4 1 FLOOR JOISTS laa FLOOR JOISTS FLOOR JOISTS I FLOOR JOISTS Im a m I EjEn N IN c I I I I 3/4rj'_15' 4-11 1/2' 3'-10 1/4' I ( I I 1 8' X 16' BLOCK ER (4 COURSES I I I j 1 (WITH SOLD BLOCKING PONT LOAD I I — ON 24'1Q4'1f12' CONI FTG. (TYPICAL —1— - 1 - - - - - - - P.L. t--L lliA.1 1' ------T- - - - - al I - - - - -IIP R HEI T I I FFLLL HEI TPIER L J LBX 16' PER CRAWL SPACE 1 (3 COURSES) I --1 =--------------- -----,I I , 1 I 244� � MN. 4 GRANULR#U ---j' SEE b 4 IL VRBART------ ( I LJ X11 1 r I I L l i il; I PL -N. I I- - -------I I -I ----------11 - - 1 I I-------- rY, (` 11 LJ '0:0- - - ------`--L1 1 1 ill 1 n I I 1 ------------ I y - ;---------- I I � -i- 1 - IJ't PLi1A6IlG l�l 0 �L I -J -__j ! , L J J 1 All Im i I Iw I I _ I ---------------------------------- r- -- 11 3'-9 3/4' .'i'-0' Nle-fl'L. r------- FULL HEIGHT FULL HEIGHT SUMP T & � 1 r _ PIER I_ -r - PIES I I I 1 I I I LJ 1 L--�--------- I , , 1 CRAWL I I I i ACCESS i FULL HEIGHT 1; I ill 1 ; ABV. ; 1 - IER 1511' I I I PL -1�- --- ---�---J I Ilw --- I r--, �' FF----�I I �r NUJ --J 1 WH '�, ((V►SR1:,�(p .I ;''' I ��, L --J ADV IL ` J WALL LOAD ABY. L —� 1 I 1 (TYPICAL) �-' -------r=--r�' I ;L --------j 1I L _----------- ------- - -----, r I I I I I I I I 11'-10 GARAGE I I I I I I I I I 4' CONCRETE SLAB I 455 SF OVER 0. 4' GRANULAR I REAR PA770 FILL - SLOPE 2' TO I FRONT OF GARAGE 1 I . I I 71/2 21'-1• is I I I I I I I I I I I I I I L---- --------------------------- I I I I I I I I I I I I I --I En CRAR SPACE PEI MR 4! GRANULAR FILL W D 'IMT4 MIL VAPOR BARRIER /•� �: ON ELL / PER FpDT FAL/ O n I I I I I I I I 11'-10 GARAGE I I I I I I I I I 4' CONCRETE SLAB I 455 SF OVER 0. 4' GRANULAR I REAR PA770 FILL - SLOPE 2' TO I FRONT OF GARAGE 1 I . I I 71/2 21'-1• is I I I I I I I I I I I I I I L---- --------------------------- I I I I I I I I I I I I I --I L -------------------------J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - O ( MASONRY OPENING 14'-8' 7'-8' 1, 22'-4' 44-8" 0/0 FMATION (FRONT) F O U N D A T I O N P L A N 1 SCALE: 1/ 4"= 1 ' — 0" ((oil PRECEDENT HOMES 579-8710 SQUARE FOOTAGE: BASEMENT N/A IST FLOOR 2182 SF 2AD FLOOR 4817 GARAGE 455 SF FRONT PORCH 41 Sig' REAR PA770 2167 70TAL RNSFIED 2663 T POW 70TAL 311817 I M W F- U W f Revislons Date PRL M 5128104 Scale) 1 4" Date[ 5 28 04 Drawn B 1 Lee Job No.1 AP53 2 of 3 r I 0 0 IN I Tjo �!5db "ON aor GGjt g uAn.4Q to SZ 5 la�oa to/a.7 Mdd a:voQ SUOISIA881 V tj (� H r 3 i5 so 39YM .518E doolu w .5 7.814 t> OU Is1 .S 8i1£ 7V1O11#Wd X £9512 GMWY Wi0i x 9a OUVd " X if E0"lht7W i5 so 39YM .518E doolu w .5 7.814 t> OU Is1 Y/N 1143►[ G :39VIOOJ MUDS C-) O n b Z OIL8-6LS S3WOH 1N3Q333dd kusli = , -V / L :3 1 V .0 S N b'ld aooi�A— , �lsai7CL — , L =.r/L:3�v0s N b'�d a001J �QN003S L 390121 830Nn 1N3A 831N30 - 1N3A 318VO /M 318V9 v 111 :fJldB� MON �toy ya�m t-/7VL --I i -----I I II ii ii II II II II ii �� II II II 11 ii ii II 11 II II ii �� II II li it ii �� II ,1 II �I ii �� it II II I ii „ II I i it i� ii II II II II ii �i II II II I I I t i.l.d 1 1 I I II ii ,i II II II II ii ,i II ii II II ii ,i II II II II ii i� II II II II ii ,i II II II II ii ii II II II II ii ,i II II 11 I! ii ,i II II it ONN030 OOOU, Id J/2 •S1HS (2) I I i H11M V38V 3OV80is DLV II ii ,i 1! II I I i II ii ,i II II II .r,/t oto, .zft s -,u I I uYt o-,ta ---- 1-- ---------------_ _ — — -; SS300V OUiV 1ivVD .T,/t 4 I I ii I l l l l l i l l l l f l l II Sd3S1d 91 NO I I II I) II I) I) I II II II I II I I 1 i i Ag tIM9 I I I I I I I I I II II I II I I I I -- ---------- 'AINO m .fit of-� :...::... :.:.. :•; :.-.:-;.:-;-:._.:_: --.. - i I � AINo sNl-Hsnoa I I - .:=; 301AOdd 01 dOiOVduNOO 'tflNMo I i A8 03OIA08d 38 Ol 36V S38ni '(830tl3H 9NIOMONI) AINO 9NI8YInld 03HSV0 A11H9n -11v1 I 9NIN3dO H9nOd 8000 301AOLId 01 21010VWN00 'N3NM0 A8 1 0301A08d 38 Ol S6000 (INV S nVM 310N30 S3Nn iH9n TlV 9NIMC01i6. I u 7.d 011i e 301A08 i...:. .910 .9%i L-.9---.:..,� -J yCli 1 I Fn 0c) _z :� — — 0311183A 01313 38 Ol 33NVISIO 1 13S330 - M0130 NO�3 3(113 1 C 1 910 .9/t t–,9 'M0138 STTVM WO -U : } J --1S1 RON30 S3Nn 03HSVO Al1H9n ( NM00 9Nf1130 0311nVA .. ..�-..-�..�.--.. .. ..�.•........... ..... . — — — I II II II I1 I1 11 II II II II II 11 II II II II II 11 II II II II II II II II 11 II II II II II II II II II II II 11 II II II II II II II 11 II II II II It II II II II II II II II 11 11 II II 11 II II II 11 I I I I I Z= -- J -------------- 1 I -------------------- I II II II �I J�I LL — ---� I — — I I I I I 0