Loading...
HomeMy WebLinkAbout04090092 Building PlansSWI- MCEAIED ATTIC RIDGE VENT 5-10 3/4' (4EA m II "� i GAS ARE LACE - SEE -FLOOR PLAN FOR FIREBO ROUGH OPENING SIZE. I! ROOF PLAN SCALE: 1 /8"= , ,— 0" 1 x 10 TOP WITH 11/16" x 1 3/8' PANEL MOULD EDGING OVER 3 5/8' CROWN MOULD 1 x 12 WITH 1 1/2- PANEL MOULD 1/4' PROJECTION (TYPICAL) CERAMIC TILE FLUTED lx TRIM 1x6 BASE W/ INVERTED PANEL MOULD WITH 3/4- SHOE MOULD (TYPICAL) WOOD BASE AND SHOE MOULD ;3EYOND T1?. FIREPLACE MANTLE Ei EVAT40N SCALE: 1/2'=1'-0' v J ---------- ----- __ ___---- ------ - sZss M LJ11 ------ ----'�-- -------------------- ~ \\ I ----_--_--"----------YJ -- ------ --------- ------------------------ --------------------------------- -00 G (FLUSH CERAMIC TILE HEARTH) it 1 X 6 FASCIA BOARD Z -s ] gm �D \\ tO li U- LOCATED ON SITE -- C i - — _ - - - - Sef2 — \ 2ND FLR. LINE N - — - — - — - — - — - — - — - — - — - ------------- TOP OF DECK 2ND FLOOR - - - - -- - 1� FLUTED lx TRIM (TYPICAL) w -rTmtl I` \, I ml zlu ITmnm ------------------------------------ ---- --------------- FIRST FLOOR HEADER HEIGHT cn A._ _ x += _ - co cv1 ` � 0 FIREPLACE // - // ^ o <l< i i 02 ^MFM m FLUEPIPE 4--W j 4E t; SEMI-LONGEAIED / // /� 1 _TOP OF DECK — — 1st TOP F DECK - - C RIDGE VENT / -� / //�I�. FLOOR t 1st FLOOR 5-10 3/4' (4EA m II "� i GAS ARE LACE - SEE -FLOOR PLAN FOR FIREBO ROUGH OPENING SIZE. I! ROOF PLAN SCALE: 1 /8"= , ,— 0" 1 x 10 TOP WITH 11/16" x 1 3/8' PANEL MOULD EDGING OVER 3 5/8' CROWN MOULD 1 x 12 WITH 1 1/2- PANEL MOULD 1/4' PROJECTION (TYPICAL) CERAMIC TILE FLUTED lx TRIM 1x6 BASE W/ INVERTED PANEL MOULD WITH 3/4- SHOE MOULD (TYPICAL) WOOD BASE AND SHOE MOULD ;3EYOND T1?. FIREPLACE MANTLE Ei EVAT40N SCALE: 1/2'=1'-0' DOWNSPOUT (TYPICAL) REAR ELEVATION 7 5.(ROUGH) 41/4' t1'-81/4' won!) J()!STC (STOP 3' FROM END & 3 RENG1 3/4' �0' WOOD BRIDGE TY?- GREAT ROOM BUILT-IN DETAILS SCALE: 1/2"=1'-0' �" OR 2" HOLE IN n, 3/4' -PLYWOOD S7DEWALLS 1x3 VERTICALS (TYP.) W/ OGEE EDGE (FRONT FACE ONLY) LINE OF CROWN MOULD ABOVE UNE OF SOFFIT ABOVE 2x4 --WALL CONSTRUGTION XATH 4/2. OR=ALL (TYPICAL) EQUALs• AXIAL 3• SEE PLAN (FACE OF STUD TO FACE OF STUD) A TYP. GREAT ROO�MB�U LT—�NPLANDETAIL SCALE: 1/2'1-0' 1x6 TRTM W/ / METAL DRIP CAP (TIP.) SHINGLES (12.12 SLOPE) 1 xB FASCIA BOARD a a 1a 1x4 SURROUND w/ BASE MOLD AS SHOWN TYPICAL SIDE/ DETAIL 1xfi RAKE 1x6 SUB -RAKE 12 �7 -3 = 1 0 RIGHT SIDE ELEVATION SC ALE: 1 TYPICAL SIDE RAKE DETAIL 1x6 RAKE 1x6 SUB -RAKE 12 12"x 18" VENT w/1x4 WRAP AS SHOWN HARDI–PLANK SIDING – 6" EXPOSURE — — — — -- ------ -------------------- -1----------------------- -- IXf BAND BOARD */ Z -"CAP — WALKINDIER COURSE — TYPI JulAL AT PERIMETER 12 I 12:12 SLO. E SIDE BAY WINDOW DETAIL - - - --------------r 0 i i z 1 I � l 2ND FLR. UNE co ----------- a Lu D � � z w co Ln TCP OF DECK 1st TL00R BRICK VENEER ATTIC RIDGE VENT PRECEDENT HOMES W W L IST I' 2SO .'I !' FN W GARAGE 9, v Inummmillilly _ -- mtm, mnlnnnrtttnmmntmrntt __ _ ---____-- tmmtmnmtnmmmm�ttmmnmtnnt -- --- ----------- __ -- __===_____=_ _�_ �_ =____ =_= _=PERMH TOTALt SF TOTAL UM ATTIC STORAGE 150 S, 16' X 7' RAISED PANEL GARAGE DOOR LEFT SIDIE -ELEVATION SCALE: 1 /8"= 1'— 0" - SEM! -CONCEALED �^ ATTIC RIDGE VENT BRICK AT BASE OF PORCH ' •"' 11 FR ON T ELEVA T1 ON SCALE: 1 / 4 " = 1 ' — 0 " v J Sff Fl6BR fli!N--� •� M 8 7/B' EQUAL EQUAL 8 7/8' CERAMIC TILE ��• (FLUSH CERAMIC TILE HEARTH) 1 x 6 (TYPICAL) �D UNE OF MANTLE PROJECTION ABOVE W s C 1� FLUTED lx TRIM (TYPICAL) -4-901 f41 -m" �� 7jr 1 x6 WITH W/ INVERTED PANEL MOULD 3/4- SHOE MOULD (TYPICAL) -- e'-' (OVERALL TLE HEARTH) 4'-0' 4--W - 8-0" FACE OF STUD TO FACE OF STUD M f FIREPLACE/MANTLE PLAN DETAIL C SCALE: 1/2'ffi1-0" NOTE: COORDINATE ACTUAL HANDING WITH FLOOR PLAN. DOWNSPOUT (TYPICAL) REAR ELEVATION 7 5.(ROUGH) 41/4' t1'-81/4' won!) J()!STC (STOP 3' FROM END & 3 RENG1 3/4' �0' WOOD BRIDGE TY?- GREAT ROOM BUILT-IN DETAILS SCALE: 1/2"=1'-0' �" OR 2" HOLE IN n, 3/4' -PLYWOOD S7DEWALLS 1x3 VERTICALS (TYP.) W/ OGEE EDGE (FRONT FACE ONLY) LINE OF CROWN MOULD ABOVE UNE OF SOFFIT ABOVE 2x4 --WALL CONSTRUGTION XATH 4/2. OR=ALL (TYPICAL) EQUALs• AXIAL 3• SEE PLAN (FACE OF STUD TO FACE OF STUD) A TYP. GREAT ROO�MB�U LT—�NPLANDETAIL SCALE: 1/2'1-0' 1x6 TRTM W/ / METAL DRIP CAP (TIP.) SHINGLES (12.12 SLOPE) 1 xB FASCIA BOARD a a 1a 1x4 SURROUND w/ BASE MOLD AS SHOWN TYPICAL SIDE/ DETAIL 1xfi RAKE 1x6 SUB -RAKE 12 �7 -3 = 1 0 RIGHT SIDE ELEVATION SC ALE: 1 TYPICAL SIDE RAKE DETAIL 1x6 RAKE 1x6 SUB -RAKE 12 12"x 18" VENT w/1x4 WRAP AS SHOWN HARDI–PLANK SIDING – 6" EXPOSURE — — — — -- ------ -------------------- -1----------------------- -- IXf BAND BOARD */ Z -"CAP — WALKINDIER COURSE — TYPI JulAL AT PERIMETER 12 I 12:12 SLO. E SIDE BAY WINDOW DETAIL - - - --------------r 0 i i z 1 I � l 2ND FLR. UNE co ----------- a Lu D � � z w co Ln TCP OF DECK 1st TL00R BRICK VENEER ATTIC RIDGE VENT PRECEDENT HOMES W W L IST I' 2SO .'I !' FN W GARAGE 9, v Inummmillilly _ -- mtm, mnlnnnrtttnmmntmrntt __ _ ---____-- tmmtmnmtnmmmm�ttmmnmtnnt -- --- ----------- __ -- __===_____=_ _�_ �_ =____ =_= _=PERMH TOTALt SF TOTAL UM ATTIC STORAGE 150 S, 16' X 7' RAISED PANEL GARAGE DOOR LEFT SIDIE -ELEVATION SCALE: 1 /8"= 1'— 0" - SEM! -CONCEALED �^ ATTIC RIDGE VENT BRICK AT BASE OF PORCH ' •"' 11 FR ON T ELEVA T1 ON SCALE: 1 / 4 " = 1 ' — 0 " Revlslon Date pRw Scatel 4" Date 08/30/04 LLE -E Job No-' AP44 of 3 v J O 1 W s Revlslon Date pRw Scatel 4" Date 08/30/04 LLE -E Job No-' AP44 of 3 12 IVARIES ROOF RAFTERS ull z 0 w w 0 x w w R-38 BLOWN INSULATION (TYP IN ATTIC) , 2-2X12 WINDOW HEADER (TYPICAL) 2x4 STUDS (a 16" O -C- 3/4' PLYWOOD SUBFLOOR ON FLOOR JOISTS B' 'L' BLOCK OR CONCRETE 8' C.M.U. OR CONCRETE FOUNDA'IM WALL 4' GRANULAR FILL UNDER 6 MIL - VAPOR BARRIER OVER UNDISTURBED SOIL l'-4" x 8' CONT. CONCRETE FOOTING 12' 0 SIDING OR 16' -0 BRICK COMPDSMN SHINGLES AVER 30g FELT OVER I/L DECKING INSULATION BAFFLE 2x4 OUTRIGGERS AT 2'-0" O.C. 1x6 WD. FASCIA (TYPICAL) HARDBOARD SOFFIT W/ SOFFIT 3730 SF TOTAL LIM VENTS ATTIC STORAGE 150 SF 16 WD- FRIEZE (TYPICAL) WALL CONSTRUCTION (EXTERIOR HORIL. SIDI dG): HORIZONTAL LAP SIDING OVER R = 0.15 TYVEK HOUSEWRAP OVER R = 0.58 1/2" INSUL. BD. OVER R = 3.00 2 x 4 WOOD STUDS 16" O.C. R= 0-45 WITH R-13 BATT INSULATION R = 13.0 2 MIL VAPOR BARRIER R = 0.68 1/2" PAINTED DRYWALL R = 1.30 TOTAL R -VALUE = R = 19.16 WALL CONSTRUCTION (EXTERIOR BRICK VENEER): l— BRICK OR STONE VENEER R = 1.20 W% 3/4" AIRSPACE R = 0.50 TYVEK - HOUSEWRA-P OVER R = 0.58 /�— i j2" iNSUL. BD. OVER R = 3.00 2 x 4 WOOD STUDS 16" 0. C. R = 0.45 WITH R-13 BATT INS1 II A.TinN R = 1-0 2 MIL VAPOR BARRIER R = 0.68 1/2 PAINTED DRYWALL R = 1.30 TOTAL R—VALUE = R =20.71 2x4 TREATED SILL PLATE WITH 1/2' DIAM. ANCHOR BOLTS SPACED 4-0" O.C. (MAX. FROM TR. PLATE JOINTS) MASONRY FLASHING W/ WEEP HOLES (1/4' DIAM.) AT 2'-8' O.C. TOP OF FOUND WALL rik co •FIN. GRADE —8" MASONRY OR lA CONC. vLL D3 TYPICAL WALL SECTION CAP rj OA O O O FOUNDATION WALL TYPES �SCALE: ,iz =, -o JI -`t 1/L - 1✓ I , 2'-4 ' '2" i 31'-9' 2'-0" i 2'-4 112" 7-3 7 /T 2'-D I fi'-3 3/8" ( 2'-O' j 2-5 7/8 j 22' x 18' WOOD DECK A90VF I 22'-4 3,/4" (TO DRAIN R.I.) (T© DRAIN R.I.) 1 1 I Il �.--------------------- _____-----____---- ---1-----_ -----_- I I -- ----- ____ I 7\76" --------------------------------i___ _ _�^ - ! J - ADJUST FLOOR J01ST5 ! AS REQUIRED FOR GLASS 1 x B' CONTINUOS BLOCK LOAD ABOVE t J h , i ! CONCRETE FOOTING'i\` 1; J 1 (TYPICAL) Z'// i � ! i, 1ST FLOOR WALL ABOVE i I ,' �-------- - --y,� NTRANSFERING CEIUNG i i (tt , i-_ ti m8t 19ADS TO FDIINDAIlON < m 11 i �I I ! � ! s ' CEIUNG LOADS TRANSFERRED TO 3VAU ABOVE - SUPPLEMENT TST J 1 1 FIR. JOISTS AS REQ'D. I I POINT LOAD FROM I I POINT LOAD FROM { >> �/ I ABOVE TRANSFERNG J ABOVE TRANSFER" G ROOF AND CEILING 1 ! ROOF AND CEIUNG `>> LOADS I J I , 1 I I � LOADS r— —� �i}'i , r— WALL ABOVE TRANSFERS ' CONT. W8x10 STL. BEAM 7 7/8 -TALL z 4' WIDE i 1 • J. J ROOF 4A1D �ETUNG LOADS I ! TO FOUNDTN. CKET {---+--J 1'-4' DIA11. CONC. PIER L -�--� > > ,1 J \ I / I ON 2'-0' x 2-0' x 0'-8' 18'-3 3/4" (TO TOILET R.I.) I 1 I / CONCRETE FOOTING (TYP.) > j J 3'8x24 SIL. 13E�M J � - I L_ _J Civ yi (7 7/8'raLL x�T72�wIDFT- - J 1 { , 10'-8 7/8" 1 8'-8 7/8' 1 8'-8 7/8" I 8'-8 7/8" 1 8'-8 7/8' ! I I WA4L ABOVE TRANSFERS I `D j 1 I Cf1L+Nc LOADS ro � I I I FOUNDTN. co I CONT. W8x10 STL BEAM I I ' ' ---- -- -- Igg I _______________ 7- iia x 4 vnDr) 1 1 1. 1 - N I L_ J L_ J ,',' I I L_ J T— I I T- � T- ^ � T- �'' 1; POINT LOAD FROM '/`�� 1S7 FLOOR WALL Ai3�i':E I CRAWL"MAC 1 - RANSFERTNG U WNG ABOVE OUNG iRANSFOAOS J 1 6 MIL VAPOR BARRIER ON LOADS TO FOUNDATION 91N. 4" GRANULAR FILL OVER A I 4" CORRUGATED TILE TO SUMP AS SHOWN N ' Zy 1%4' 17'-6 7/8" (TO TOILET R.I.) ! 7 , 19'-0' TO SUMP PIT -----------� „ > �-moi !------------, ! ! , ' i Uq , !I I /8"; 5/8" 8'-4 5/8- -45 1 OPENING IN FLOOR I n ,,1 iii 1 DECK LOR It 1 11 111 t CHASE 1 tri . _ . _ . — . _ . _ . _ . — . — . — . — i i � rllf' L �Ltf: J- . _ . _ . �y i i COORDINATE OIST _ J i J' I! i\ x I p/ LAYDU T AS -- - J POINT LOAD FROM ABOVE r _ t t _, 7 t � > �+ U r — - r - - -I NECESSARY. TRANSFERiNG ROOF AND CEILING ( I c-�� `iq j LOADS t---� - jT! I- ( -,CONT. x1 Mt—� --- -,--------------- ---- r-- -�- - - _E (8 -TALL x - 1 I I � 1 I - L_ J NL___J F� --- 1 N WALL ABOVE TRANSFERS j a ! j POINT LOAD FROM ABOVE Y \ I T 1 !1 1- ROOF AND CEILING LOnDS TRANSFERING ROOF AND LOADS ~ 1 TO FOUNDTN. �_ `y It 1 ! CONT._ W3x1 O STL BEAM t I l i! ' 1 I I = _ - I ! ` i z ! I -------"--_RRA! �� �� 1 _ - _ _ _ (7 7/8"TALL x d'W1D� I I' i I ! I i� �1 $ I ! III"i S71 i1 11 1 11 ! 1 1 i a I i ! L_y_J ? i L_ _J ii II a 11 ul- -11r -It A--Iny II II !1 1 I! Ill L_ -_J i I � � II II II II II I I� I II II 1111 II II II I II III iia i � t 11 i 1 i II II II II II I Ih I II II II I II II II I II III W I -8 1/41 r - Tr � H H H it �i I - U -t It iI it ii I fl Hil r - - m r.11"_"B:LBA�IlLJ r- WALL ABOVE TRANSFERS S9 1 � I (8 17B IT L x 5 1 f4' J r, j 1 CEIUNG LOADS TC Oo L T_J ( i L- FOUNDTN - ADJUST FLOOR 1 s JOISTS AS REWIRED. { c^ -----� J a ! ! CRAWL ACCESS A4 - -------- ADJUST FLOOR JO S OPENING AS REQIV. 1 ! { `n 12'-1 14" ; 6'-3 3/4" i I6'-7 1/4" 10'-6 5/8" i i tn'-2 114" J d i I I t5'-0 5/8 Aq I i i i I I I 1 r.� y-----------� 1 A i 11.-10 1/4" ! I I ( I ; {TD C.L. CF LAUNDRY 2x6 WALL) J 1 ) DEPICTS LOCATION OF ADttSTLEDGE' TREATED WALL PLATE +T--- 1 I ppI \--------------'— —� L --- ii �-----------------------, i U i J ASRE=E?ED i (TYPICAL) \, -- I r I I i I I r--------- _� I 1 ----------------- II 0 ' n ---------------------------- 1 J ! ZEDROPPED ifs7 1 J7"� S 1 wit 1'-0' I I i t 1 I I ARCH I I I I I UNEXCAVATED ,/2" iJ I CONIC. SLAB ON GRANULAR FILL LC E SLAB 1/4" PER FOOT TO FONT � 1 I 1 � I i d s I i 1 1 i 1 1 I j Lo 4" CONCRETE SLAB OVER MIN. 4 GRAN. FILL - I `" SLOPE 2" TO O.H.D. 1 o I 4 .I I f ! I ! I 1 j i t 1 1 1 I ( 1 f ; i 6 -X-rO FOOW I I l J I---------------------------------�------------�� i 14'-8" 1 6'-0' 5'-0" 25'-8" 23'-4" 51'-4 1/2- BASEMENT FLOOR PLAN T) PRECEDENT HOMES ebb -1330 0 mum fWiw. !ST FLOOR 2,390 SF 'IN(1 fm fL w 7 GARAGE -4g4 SF PERMIT TOTAL 3730 SF TOTAL LIM 3236 SF ATTIC STORAGE 150 SF v J LLJ Li f mQ 2 Q Z RevlsIon Date PRM SET D8/30/t4 Scale) 4" Date 08/30/04 -Dr-aen -B'LEE Job No.. I AP44 2 0p 3