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HomeMy WebLinkAbout04090068 Building PlansVENT AS SPEC. BY BI – - — - – DO ON IX8 FACIA IXfo FRIEZE IN GAE – - — - – STONE ARCH �W/ KEY! ON PAINTED ARG -IED WO( BOAR 6" B ISOAM BRICK SOLDIER W WROUGHT IRON RAILING A TO BRICK, TO BE SPEC. E AND APPROVED BY 4 – - DOUBLE 4" BRICK ROM – - 3/4" REV[ ON MA BRICK CUPOLA AS SPEC. BY BUILDER ST MUIL.U12K ANP f -v . WT CJWN=M FRONT ELEVATION W.ALZ V4" - I'-0" IMIMIM11=1m lm�lmlmlmlm�l mmimimim w Umlml Q � FM�l mi w Umlml RIGHT ELEVATION -- --y— n w Q � O •��4 C13 w zo Low , Q a�a� O oA Lu u �O � C n 7 W ztu r o Qz4 0 Z ' wz O Q Ix Cl .izz ��Azu 00 00 N o0 cqO cj aj V .--� �' `•D 00 �► A h0 .b $ N 00 � M a f� Q A V o rO O 00 I� �1 DATE: 06-19-04 DRAWN BY: ,HOSTETTER SCALE: AS SHOWN REVISIONS: 06-24-04: REVIEW PLANS 01-01-04: REVIEW CWANGES 01-13-04: PRELIMINARY PLANS 01-16-04: REVIEW CHANGES 08-26-04: FINAL PLAN8 SHEET a a I I r 1� zo Zw- O u ga�� -IaE �--' V a &� d � o M E"� LU M F n pyo$ 4.) z � m z zoo� a a I I r zo Zw- O ga�� -IaE V a &� d � o LU M F n pyo$ z � m z zoo� oo H N 00 O ..J N (.� . �N M M �D bi► 1 Ca ,.d 00 U N O Cl " M a a a I I r V -so 12'-4' 9'-0' I'-8' I 4-2' i-6' 5'-0' 5'40' 1 4-3' 5'-0' 22'-0 21/32' 12-9 21/32' _ Q FOUNDATION PLAN '' , "I • �y �t 1------------I- -r-68x 4'-6' I ' , , W -O@ X,4'-66- 1 1 ---------- � r . 1 1 1 1 I I 1 1 t I I I 1 I I 1 1 �! 1£ I 1 H w =P i 4' CONC. 4' MM. GRAVEL FILL I I BEARING WALL THICKENED SLAB)BY � Q 1MAXM -/#RF/WALL WEIGHT IPOURED CONCRETE CONT. L - - - - - - - - / • I 41, I I I d1 � I 9'- 9'- 1/2' 3 1/4' 4 IN WIND( AREAS 360 T/ I t , , I 1 n ' / >♦ I I 1 1 UNLESS 40TED OTRWIM ALL 1 1 1 1 O WINDOWS FOR EGRESS MUST BE 1 I 1 N U00 1 rl SIZED Ab ACCORDING TO GOOF, GENERAL FOUNDATION NOTES: M RETAINMG WALL SIZE U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON a 3000 P.S.I. a 28 DAYS, FOOTERS ARE 160 WIDE AND 8" DEEP AND TTOM OF WINDOW TO BE Wn{ GLAD BAR ; ; _ AND LOCATION BASED NI a CRAWL SPACE OR SLAB BELOW FROST LINE _1 i1Rl�: t 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIO �v �� MAX. H1. 42" A.F.F. FOR BRICK ON _ FOR THEMSELVES, 114E SUITABLITY OF THE P IN RI:LAT1041 11* TO THE BUILDING SITE, AND EXISTING; ON FINAL ELEVATION 1 I 1 I - I I BAR FACE I 1 1 t FULL REOPON61BLITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE DATE: I I 1 1 DRAWN 5Y. K.HOSTETTER •(� T 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, SCALE. I x,in j REVISIONS: I 1 1 O 06-24-04= REVIEW PLO N6 • 1 I 1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS 01-13-04: PRELIMINAR r PLANS NOTED ON PLAN FOR INDIVIDUAL AREAS. 01-16-04: REV19U C44A 08-26-04: FINAL PLA 4CM 8) ALL DISGREPANGIEB ARE TO BE: BROUGHT TO THE ATTENTION 1 1 1 1 1 1 ,L I I B TO RESUME, TO INSURE PROPER STEPS ARE TAKEN, SHEET It-& 3/4' 12'-5 1/4' ` I1 1 I 1-----------------------f---- S-0' x W-611 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I 1 1 v p . 1 I I 1 s -------------------------------------------- ,'• ,^ cq ;I I 1 i DROPPED BEAM 4 ♦ �y -•-- --------------- -- - - - -----� ' :y ------------------------------------ I , AS RECIUIRED A - - - - - - - --- - ------ ------- ' ' Dc DIA. STEEL POST ON 36'X3(. XWO GONG. PAD '' • �' in -, • p ri-b 3/4' 12'-2' iY _ Q FOUNDATION PLAN '' , "I • �y �t 9' poURED c w. WALLS W/ TWICKNM AND REINFORCING STEEL AS RWt) BY r--- - - -------------------------------- 5 z = 4 I I 1 1 t I I I 1 I I 1 1 �! 1£ LOCAL BUILDING CODES. SLAB FLOOR OVER I I Cyt. H w =P i 4' CONC. 4' MM. GRAVEL FILL I I BEARING WALL THICKENED SLAB)BY � Q ' X, ' CONCRETE CONT. L - - - - - - - - / • I 41, I I I , ' 3� � I 9'- 9'- 1/2' 3 1/4' 4 20'-5 1/4' 8'-S 3/4' I t , , I 1 n ' / >♦ • / 3' DIA. STEK. POST ON FiI B _ _9*50*1k* -C-4w. PAIDDROPPED BEAM - - - - - - - - -X 9 AS REQUIRW VrraFVQc�w THIS AREADROPPED, ' ; „ , • ' ' - - VGIY/�i ' ,' , /' , / ' / _ • THIS AREA I I ww�1� 1 1 1 1 1 I 1 ♦ � ,/ (V D L 1 I 1 I 1 1 1 O , ♦ ,I,F_AD6R RW H IF I ' i' BEARING WALL W/ ' 1 , I 1 THICKEN® SLAB BY ' I 131-00 21'-0' 12�-6� CONCRETE FLOOR CONT. 8'-4' 23'-4' , I I I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -v I I F RI M / DROPCONCIRM ----------------- __ ______ 1 1 1 1 I c' DOWN 4' AT PIT LOCATIONS I 1 1 I I 1 I I LIECTOR SUMP 1 ; PORCH SLAB _ -------------------- -------- ; 4■ CO►yc, SLAB ON 4' 1 IN PFA FII I I I I I I 1 I 00' 00,• - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 00 ----_ _- - - - - - - - - - -_ II 11I 1II --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------- PORCH SLAB n I1I 11I iIII I1I1 I ,. ., ,.: ------------------- - 1 •�• 1 1 I I j�--------------------------------- 4• WNV. SLAB ON 1 I 1 I _YV MIN PICA FM I I I 2'-0''1'-4' 2'-0' 12'-4' 11'-4' II' -S' 11' -2' 9'-0' 24'-B' 81' -IO' BASEMENT LAYOUT • IMPORTANT NOTE: 2220 S.F. FINISH® AREA 500 B.F. DUE TO THE AMOUNT OF MATHEMATIGAI. ROUt�MG OFF THAT MUST BE GONE WHEN DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE: SOFTWARE USED TO CREATE: THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO 1/8'. THE: DIMEN61ON6 PLACED BETWEEN ANGLED WALLS MAY ISE OUT AS MUCH AS 1140. SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING. V W • �y z = 4 i 1 I 1 I 1 1 t I I I 1 I I 1 1 �! N H w V V) cd 0 rA w 1 I M �' 0 = t q O 1 I 1 1 I 1 1 I O N U00 1 rl O GENERAL FOUNDATION NOTES: M U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON a 3000 P.S.I. a 28 DAYS, FOOTERS ARE 160 WIDE AND 8" DEEP I I 1 1 = 21 BASEMENT WALL HEIGHT AS NOTED ON PLANS, W .4+, QRT WALL6 'E`d NI a CRAWL SPACE OR SLAB BELOW FROST LINE _1 i1Rl�: t 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIO �v �� /SND"rklt?GE,. igg FOR THEMSELVES, 114E SUITABLITY OF THE P IN RI:LAT1041 11* TO THE BUILDING SITE, AND EXISTING; ' r 1 I 1 I AL AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE d4I�Y iD OF THE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE COt0i;C4CORS FULL REOPON61BLITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE DATE: I I 1 1 DRAWN 5Y. K.HOSTETTER FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, SCALE. AS SHOWN AND MAY CHANGE AT ANY TIME;, IT IS THE: CONTRACTORS REVISIONS: I 1 1 O 06-24-04= REVIEW PLO N6 NOTED OTHERWISE ON PLANS. 01-01-"s REVIEW Orlo,NGES 1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS 01-13-04: PRELIMINAR r PLANS NOTED ON PLAN FOR INDIVIDUAL AREAS. 01-16-04: REV19U C44A 08-26-04: FINAL PLA 4CM 8) ALL DISGREPANGIEB ARE TO BE: BROUGHT TO THE ATTENTION n---------------------------------------------------------------------------- B TO RESUME, TO INSURE PROPER STEPS ARE TAKEN, SHEET ` 2'-0''1'-4' 2'-0' 12'-4' 11'-4' II' -S' 11' -2' 9'-0' 24'-B' 81' -IO' BASEMENT LAYOUT • IMPORTANT NOTE: 2220 S.F. FINISH® AREA 500 B.F. DUE TO THE AMOUNT OF MATHEMATIGAI. ROUt�MG OFF THAT MUST BE GONE WHEN DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE: SOFTWARE USED TO CREATE: THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO 1/8'. THE: DIMEN61ON6 PLACED BETWEEN ANGLED WALLS MAY ISE OUT AS MUCH AS 1140. SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING. V z0 2 o fu z (� O z � 4 CL U > Z' � a W�ao z O a z �au:t, u W • �y z cd �! N H w V V) cd 0 rA w M �' t q O rci O z0 2 o fu z (� O z � 4 CL U > Z' � a W�ao z O a z �au:t, u w r a IN I I lesq ANONE� �U 00 00 �! N H w o0 q JOA w M �' t q O ob �q O N U00 rl O GENERAL FOUNDATION NOTES: M U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON a 3000 P.S.I. a 28 DAYS, FOOTERS ARE 160 WIDE AND 8" DEEP UNLESS NOTED OTHERWISE ON PLANS. w r a IN I I lesq �U oa q t q O ob �q O O GENERAL FOUNDATION NOTES: U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON 3000 P.S.I. a 28 DAYS, FOOTERS ARE 160 WIDE AND 8" DEEP UNLESS NOTED OTHERWISE ON PLANS. 21 BASEMENT WALL HEIGHT AS NOTED ON PLANS, W .4+, QRT WALL6 'E`d a CRAWL SPACE OR SLAB BELOW FROST LINE _1 i1Rl�: t 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIO �v �� /SND"rklt?GE,. igg FOR THEMSELVES, 114E SUITABLITY OF THE P IN RI:LAT1041 11* TO THE BUILDING SITE, AND EXISTING; ' r T�TxLI''bN 4) THESE DRAWINGS SERVE AS A GUIDE TOYi THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRA AL AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE d4I�Y iD OF THE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE COt0i;C4CORS FULL REOPON61BLITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE DATE: 06-19-04 OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY DRAWN 5Y. K.HOSTETTER FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, SCALE. AS SHOWN AND MAY CHANGE AT ANY TIME;, IT IS THE: CONTRACTORS REVISIONS: RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN. b) ALL WALLS W/ BRICK ARE 1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS 06-24-04= REVIEW PLO N6 NOTED OTHERWISE ON PLANS. 01-01-"s REVIEW Orlo,NGES 1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS 01-13-04: PRELIMINAR r PLANS NOTED ON PLAN FOR INDIVIDUAL AREAS. 01-16-04: REV19U C44A 08-26-04: FINAL PLA 4CM 8) ALL DISGREPANGIEB ARE TO BE: BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION B TO RESUME, TO INSURE PROPER STEPS ARE TAKEN, SHEET w r a IN I I c<1 Q 5'$' 11'-4' 9'-0" I'$' l 4-2' 1-60 5'-0' 5'40' 1 W-30 S'-0' 1------------------ 1'-6' x 4'-r'------ 1 ----------------1---�-0� x 4';r-- 1, -- ----------------- F 1 1 I MAX POFD WALL HEIGHT I - - - - % o 0 I ` 1 IN W AREAS -140 TALL UNLESS NOTED OTHERWISE ALL i I FOR EGRESS MUST ISE 61MWACCORDING TO CODE,I 1 I AND TTOM OF WINDOW TO 05 8' THICK ft,Ap I I BAR MAX. N . 42" A.F.F. FOR DRiCK ON TSAR FACE le I 9 CLG. CERAMIC , X1 / 1 21'-10 25/32' V-1 25/32' i h' Y I W-10 V2" I I; I " •------------------- —------------------------------------------ I II I 11 PATIO1 I -------------- -- DROPPED 19FAM W-2 I - �4�•p -.-- - — - — - — - — - — - — - �- - - ----- - -------------------------------------' AS REQUIR® I L 36rX3i'Xlb ------------------------------------ BEDROOM 36 DW _ + COW. PAD k _ POST ON CARPET AL1 ( • Ll BASEMENT LAYOUT I 9' POURED CONC. WALLS W/ THIGKN888 \ 1 AND REINFORCING STEEL AS REQ'D BY-- ------ ----------------------------- BILLARDS ROOM LOQ -LD G°� O• LIVING= ROOM -6 4' CONC, SLAB FLOOR OVER ■ ' 1 4" MIN. GRAVE. FILL. v �. = i I , 0 6 BEARING WALL ,� I I THICKENED SLAB BY ^i CARPET r� -�' I I m LINEN �' ,' CONCRETE CONT. , Y 1 V r �C o A r-6 •�. , I I IBATH I � ` I , a- M CERAMIC �p : 3' DBA. STEEL POST ON 2'-103/40 '$ 1 i3 36'X3i'X*w _C_4W.^. PAD - - - - - • O �� • �,' �Q lip - - - , DROPPED BEAM r 1 �■..._, t ry3� 4j J I I I 1 1 1 1 I = ' -�; --' --� -- I '-------' OPPED CEILING` _ ' THIS AREA ` DROPPED C6UNG \; ' A`\\ �' �\ TELEM49M ti O \ 1 Q ' , �` �1 T" AREA 41�A 51-a" LT T.V. LOCATION h ' ` ` �` , • V� ,' f.1,. , , it J'i 1 I I 1 I I I I I I I 1 I \ h A.V. N O `` `` ' • y' FORcq I ' 1 I , _ I I . `04 ` - - - 1'-6 I/2" 4'-5 1/2" 9'-5' 9'-b V4' 22' 9 1/4' ` I 1 1 1 I 1 I n I " OFFICE - ERCISE ' IAL ST . ORAGg ROOM M HANICALS AND STORAGE T uJ,aW/ADDER 9' CLC. BLAB5 BY UNDER STAR FROM � a CARPET 9' CLC. CONCRETE FLOOR CONT. ME04AN11 AL AREA ' 1 I , CARPET -------------------------------------- 1 I I 1 1 1 I _• O 40 DROP '------------- E.J6cTOR sump PORCH SLAM - - I I 1 , , I ✓ I - 1 I n N I , 001 4' COWL SLAB ON ' ' G - 4" MIN PEA FILL c n I 1 1 1 1 • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 ^ 1 1 I ----------------- ---------------- ----' "J-------------------------------- --- --------------------------- I 1— 1 - - - - - - - - - - - - - - - - - - - - - - I , = I I , n I I h I 1 ■ 1 _ I 1 I I I -•` 1 1 1 1 I I ---------------- ---- ' PORCH SLAB 1 1 I 1 • 4' CONC. SLAB ON 1 1 I I 4' MIN PEA FILL , 1 I 1 I I 1 1 1 1 = 1 1 1 1 O 1 1 1 1 T I I 1 I O IP 1 1 I I 1 I 1 T 1 M I 1 t 23-4 I 1 I 1 I I it I 1 - - - - - - -----'-------------------'---------- /---'----------- it -777-7 ------------------------------------------------------------------------- 11-2" 9'-0" 24'-80 81'-10' BASEMENT LAYOUT 7120 S.F. FINISHED AREA 500 S.F. UNFINISHED • IMPORTANT NOTE: DUE TO THE AMOUNT OF MATHEMATICAL ROUNDING; OFF THAT MUST BE DONE WHEN DIMENSIONING BEIUJEEN ANGLED WALLS, SOFTPLAK THE SOFTWARE USED TO CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE TWE DISTANCES TO V80. THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS MUCH AS V40. SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION BSCs N6, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING. DROP 8AT OPENING, POUR SLAB THROUGH W/ 1" WATER STOP DROP SLAB C.M.U. FOUNDATION WALL FOUNDATION DETAIL GARAGE OPENING SCALE: 1/2" - I' -O" 4' CONC, SLAB ON 4' MIN. PEA FILL., THICKEN EDGE d 8' CONCRETE 9LOCK FOUNDATION WALL 8' X I6' CONTINUOUS REINFORCED CONCRETE FOOTING v^ � TYPICAL SLAB SECTION SCALE: 1/211 • 11-011 - top of floor sheathing top of foundation top of fill top Of footing BRICK VENEER FLOOR SLAB 8' C.M,U, FOUNDATION WALL D 0 4 � a• 16' WIDE X 24" DEEP - 4 'p ° CONCRETE FOOTING FOUNDATION DETAIL � FLOOR SLAB �q SCALE: 1/2" • V -O" o;zz:?s a � 00 NJ q v. w4Li . O GENERAL FOUNDATION NOTES: V ALL SOIL. IS BASED ON 2800 P.S.F., AND CONCRETE 11 ABASED ON 3000 P.S.I. • 2s DAYS, FooTERS ARE 16' WIDE UNLESS NOTED OTWEaWISE ON PLANS. 2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ T. I,IiALtS ® � • CRAWL SPACE OR SLAB BELOW FROST LUNE IC>r „'IRC3 % �j 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS �41tial s `� ® e� FOR TH OISELVES, THE SUITABILITY OF THE PLANS IN REL,4Tr�N& P UW1��WI TO TW BUILDING SITE, AND EXISTING GRADES. " 4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY DATE: -IS-04 OF TWE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND DRAWN SY. K, STETTER CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14£ SCOPE SCALE: SHOWN OF THEIR WORK. THF CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, REVISIONS: 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, 06-24-041 REVIEW PLANS AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS 01-01-041 REVIEW 04ANGES RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 01-0-04= PRELIMINARY PLANS 6) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS 01-16-041 REVIEW CHANG NOTED OTHERWISE ON PLANS. 08-26-041 FINAL PLANS 1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR INDIVIDUAL AREAS. 8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION SHEET IS TO ROUMQI TO INSURE PROPER STEPS ARE TAKEN. 5 a I I zo W -oaf as0 z w cd �+ Q M U cd P-4 O C 0 V1 g �Q z O a 0 4 � a• 16' WIDE X 24" DEEP - 4 'p ° CONCRETE FOOTING FOUNDATION DETAIL � FLOOR SLAB �q SCALE: 1/2" • V -O" o;zz:?s a � 00 NJ q v. w4Li . O GENERAL FOUNDATION NOTES: V ALL SOIL. IS BASED ON 2800 P.S.F., AND CONCRETE 11 ABASED ON 3000 P.S.I. • 2s DAYS, FooTERS ARE 16' WIDE UNLESS NOTED OTWEaWISE ON PLANS. 2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ T. I,IiALtS ® � • CRAWL SPACE OR SLAB BELOW FROST LUNE IC>r „'IRC3 % �j 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS �41tial s `� ® e� FOR TH OISELVES, THE SUITABILITY OF THE PLANS IN REL,4Tr�N& P UW1��WI TO TW BUILDING SITE, AND EXISTING GRADES. " 4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY DATE: -IS-04 OF TWE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND DRAWN SY. K, STETTER CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14£ SCOPE SCALE: SHOWN OF THEIR WORK. THF CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, REVISIONS: 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, 06-24-041 REVIEW PLANS AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS 01-01-041 REVIEW 04ANGES RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 01-0-04= PRELIMINARY PLANS 6) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS 01-16-041 REVIEW CHANG NOTED OTHERWISE ON PLANS. 08-26-041 FINAL PLANS 1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR INDIVIDUAL AREAS. 8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION SHEET IS TO ROUMQI TO INSURE PROPER STEPS ARE TAKEN. 5 a I I zo z -oaf as0 � V1 g �Q z O a zF(L -�, > z U F- Q � C3 z 00 00 H N w o a N w M M U .. , O t W �0000� 00 +3 r 0 4 � a• 16' WIDE X 24" DEEP - 4 'p ° CONCRETE FOOTING FOUNDATION DETAIL � FLOOR SLAB �q SCALE: 1/2" • V -O" o;zz:?s a � 00 NJ q v. w4Li . O GENERAL FOUNDATION NOTES: V ALL SOIL. IS BASED ON 2800 P.S.F., AND CONCRETE 11 ABASED ON 3000 P.S.I. • 2s DAYS, FooTERS ARE 16' WIDE UNLESS NOTED OTWEaWISE ON PLANS. 2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ T. I,IiALtS ® � • CRAWL SPACE OR SLAB BELOW FROST LUNE IC>r „'IRC3 % �j 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS �41tial s `� ® e� FOR TH OISELVES, THE SUITABILITY OF THE PLANS IN REL,4Tr�N& P UW1��WI TO TW BUILDING SITE, AND EXISTING GRADES. " 4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY DATE: -IS-04 OF TWE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND DRAWN SY. K, STETTER CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14£ SCOPE SCALE: SHOWN OF THEIR WORK. THF CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, REVISIONS: 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, 06-24-041 REVIEW PLANS AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS 01-01-041 REVIEW 04ANGES RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 01-0-04= PRELIMINARY PLANS 6) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS 01-16-041 REVIEW CHANG NOTED OTHERWISE ON PLANS. 08-26-041 FINAL PLANS 1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR INDIVIDUAL AREAS. 8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION SHEET IS TO ROUMQI TO INSURE PROPER STEPS ARE TAKEN. 5 a I I 9 0 ;n 5'-5 21/32' 12'-6 132' 30-8" 22-3 3/4' 3'-6 11/32' S'-0' 4'-0' 1-9 3/4' W-2 1/4' %e' Y 3' 15'-0 3/4' 15'-0 VY µ'-S■ -- — -- -- -- 4p x NOOK — - - - 4 SUNROOM 10 -- -- - - - - HARDWOOD 10' CEILING - --- ---- - PATIO HARDWOOD - — -_- -. — - - - - - - BELOW �i.A n S __ 8104 BEAM AS REQ, -0 b' '� Y 4''x-0' 4'-0 6' •x -O' _ _ _ ------- -- --. _ - W-3 U1" 3'-6' V-20 4-2 V2" 2'-I V2" 14'-0 ir1' jo -------------------------- I 1 1 ,' I 1 1 I , I , P G�cU o EST ROOM HEARTH 1 I I 1 '' ' loot, ��. EAT ROOM ROOM a► o CARPET 1 _ ,� O I I T� O STORY C4 -G. ;I' 1/2' 10' C SLINGCOFFERED CLG_ 1 , 1 • r- HARDWOOD ,Fp I i WY LIGHTING AS SPEC. KITGi'}EN {� 3�• �y I 1 I -� o 10, c4mjNcs I HARDWOOD S F__________----- •--------------------- p h �i r a 10' CEILING 1 --------------- ---------------------o -a 0 �$ 1 I I � 4-10 -4 111LLLLLL , ; I I I101-6 112" 4 CAR CSA ART NICHE PARi I I 1 I I 1 I 1 1 1 1 1 I1 ' Q S , ' ARCH, ------------, \ ------------------------�------------------ -- -' 1,' i _ __---�----- - - - - - - — — — — — — — —r— — 1 I 1 I 1 1 1 10,.0r -- — —— UP ART 4'-0 1/2" 6'.! w �'.,O" NICHE .3• S'-4' 3'-6' HALL - - - - 3•� ' 1 1 1 1 I I I 1 1 1 I I I Q I 1 1 ----_ 101 CEI11NG0% , ------------ ` HARDWOOD: N4 . ` \ , ; ' ; • I 1 1 1 I I 1 1 ARCH ' ` • ` ` ` ` I t cql n I I 1 101-51/211 I 1 ^ 1I 11 1 II 1I I1 4 L V-68 � I IC41 1 1 1 1 I I P1' 1 1 1 1 I 1 FOYER DINING ROOM ROOM ` -----------.--,-- = TWO STORY ' ' b' CELl" ' - a' CEILING DEC -,KAY CL,dRpWQQD 11 1I 1I N HARDWOOD 1 1 I 'WWWYYYj 1 1 I 1 1 1 W/ LWA,TI' SPEC. HARD OOD I 1 1 ^ 1 1-----„i1- I -------_ -, 1 1 O% 1 1 � , •� l I � -o ROOM 1 1 1 1 1 1 LIBRARYCERAMr- r 1 1 1 1 1 Q 1'-11' 5'-4' 2'• 23 sr O I C'4 lu -' 11' RAISED CEILINCGHARDWOOD-- I 1 I 1 1 1 I I I COFFERED CLG, Q — — — 1 1 I I 6 • H Z ^_ 1'-4' : 4'$ 1/2' :1'-O' 4'$ 1/2' 11'-4' -' h ' AT THIS 'r ON --------- ------------ 7-6• x 6'-0'V-08 x 5'-O• DR BULK HEAD 2'-I' 2'4' I'-2' 2'-1' 2'4r ii 1'-6• 6'-0• MA FLOOR LAY =IX146 • I,-&- 12'-4” 5',g" 4'-0" 4'-0" 5'-4' 6'-4' I'-4' 8'-0' 1'-4' 3 =3' 4'-1 3/4' 4'-4 1/4' 9'-0" III -a' 10'-0' x 6'-0' 24'-0' 12'-4' iQ r So r .10/ M u/s of calling Q 1_ n cq W N 1 _ = top of floor i = T u/6 of calling O a - 4 0 MANTLE AS SF 2-2>d2 HEADER CHIMNEY CAP AS REa'D PROVED FLUE PIPE RE&P FRAMING AS REQ'D 'ERABLE METAL DAMPER HEARTH EXTENSION -,, METAL FIREPLACE BOX 9 z O DOUBLE JOIST UNDER FIREPLACE g a 1—I � FIREPLACE SECTION/ rFT"1'll Q $ m — NO SCALE a Q ?au}c z A �0�� O aLu z�- u °u t` CT °O V� N 0; � o v N GENERAL PLAN NOTES: ,� M cn o U THE CONTRACTOR SHALL VERIFYALL CONDITIONS AND JUDGE '�'�[ ,c ' `p FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP con (c; (� TO THE BUILOWS SITE, AND EXISTING GRADES. 2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF H VAS. --1 THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL 44 AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY '� cdC v -0 OF THE LOCAL AN X OR STATE BUILDING CODES. IT It`d THE CONTRACTORS w � RILL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND ''d c`1 CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE O 00 OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY CU FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. �- 3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, .--i AND MAY CHANGE AT ANY TIMQ, IT 16 THE CONTRACTORS � � M RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN. 4) ALL WALLS W/ BRICK ARE 1-1/28, ALL OTHERS TO BE 3-1/2" UNLESS a NOTED OTHERWISE ON PLANS. 51 ALL C 9L NGS ARE W MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR INDIVIDUAL AREAS. 6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION 18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. «SPECIAL NOTE: THERE 18 PART OF THIS STAIR SECTION THAT SHOWS THE LOCATION FOR RAFTER BEARING AROUND THE PERIMETER OF THE GARAGE WHERE RAF -`ERS BEAR �1 THIS CONDITION WILL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE , ALSO NOTE THE ADJUSTMENT OF GARAGE WALLS AND COMMON GARAGE/ HOUSE WALLS , 00 FOR TALLER JOIST OVER GARAGE AREA IF NOTED ON PLAN AND ENGINEERED FLOOR LAYOUT. z C 91/2° ! O�r `ar 00 O � top of floor 4walhlnG 9 1/2' ~� h - — - — — --------- - ZEE -.'_ top of fouwistion p�111pp W _ f'. C ' P i,, ail,• - ® 14 STAIR LAYOUTS MAY VARY BASED ON = ACTUAL TREAD CUT AND STAIR AREA . `r µ Q AVAILABLE PER PLAN, VERIFY ALL 0 STAIR LAYOUT AND TREAD AND RISER DATE: O -19-04 SIZES BASED ON EACH PLAN AND DRAWN $Y: K. STETTER AVAILABLE SPACE AS DRAWN AND SCALE: SHOWN CONSTRUCTED. REVISIONS: v top of floor dab 0e-24-04= REVIQIJ PLANS L 01-01-041 REVIEW CHANG = top of footing 01-13-04: PRELIMINARY P N8 - — _NGFU ^9 "TYPICAL" STAIR SECTION 01-16-04; w -0a1 FINAL. I PLEW ANS bottom or foots SCALE: 1/4" = 1'-0" SHEET a r I 0 I IN I r w ZS[�CIS�, w P� r Q rA.� O 1� Q•%P0000l HEARTH EXTENSION -,, METAL FIREPLACE BOX 9 z O DOUBLE JOIST UNDER FIREPLACE g a 1—I � FIREPLACE SECTION/ rFT"1'll Q $ m — NO SCALE a Q ?au}c z A �0�� O aLu z�- u °u t` CT °O V� N 0; � o v N GENERAL PLAN NOTES: ,� M cn o U THE CONTRACTOR SHALL VERIFYALL CONDITIONS AND JUDGE '�'�[ ,c ' `p FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP con (c; (� TO THE BUILOWS SITE, AND EXISTING GRADES. 2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF H VAS. --1 THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL 44 AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY '� cdC v -0 OF THE LOCAL AN X OR STATE BUILDING CODES. IT It`d THE CONTRACTORS w � RILL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND ''d c`1 CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE O 00 OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY CU FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. �- 3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, .--i AND MAY CHANGE AT ANY TIMQ, IT 16 THE CONTRACTORS � � M RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN. 4) ALL WALLS W/ BRICK ARE 1-1/28, ALL OTHERS TO BE 3-1/2" UNLESS a NOTED OTHERWISE ON PLANS. 51 ALL C 9L NGS ARE W MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR INDIVIDUAL AREAS. 6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION 18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. «SPECIAL NOTE: THERE 18 PART OF THIS STAIR SECTION THAT SHOWS THE LOCATION FOR RAFTER BEARING AROUND THE PERIMETER OF THE GARAGE WHERE RAF -`ERS BEAR �1 THIS CONDITION WILL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE , ALSO NOTE THE ADJUSTMENT OF GARAGE WALLS AND COMMON GARAGE/ HOUSE WALLS , 00 FOR TALLER JOIST OVER GARAGE AREA IF NOTED ON PLAN AND ENGINEERED FLOOR LAYOUT. z C 91/2° ! O�r `ar 00 O � top of floor 4walhlnG 9 1/2' ~� h - — - — — --------- - ZEE -.'_ top of fouwistion p�111pp W _ f'. C ' P i,, ail,• - ® 14 STAIR LAYOUTS MAY VARY BASED ON = ACTUAL TREAD CUT AND STAIR AREA . `r µ Q AVAILABLE PER PLAN, VERIFY ALL 0 STAIR LAYOUT AND TREAD AND RISER DATE: O -19-04 SIZES BASED ON EACH PLAN AND DRAWN $Y: K. STETTER AVAILABLE SPACE AS DRAWN AND SCALE: SHOWN CONSTRUCTED. REVISIONS: v top of floor dab 0e-24-04= REVIQIJ PLANS L 01-01-041 REVIEW CHANG = top of footing 01-13-04: PRELIMINARY P N8 - — _NGFU ^9 "TYPICAL" STAIR SECTION 01-16-04; w -0a1 FINAL. I PLEW ANS bottom or foots SCALE: 1/4" = 1'-0" SHEET a r I 0 I IN I r il'-0 Lv*o Z() o a� z {� z > lurt oc L:ur ° �lum�z oooo 1 N 00 w w M M M � O w VC 00 bk � N 00 O � N M a QO A F� A o o > DATE: 6-19-04 DACUN BY: K. STETTER SCALE: AS SHOWN REVISIONS: 016-04-04: REVIEW PLANE 01-01-041 REVI9W C44ANGES 01-13-04s PRELIMINARY N8 01-I6-041 REVIEW C+4ANGMS 08-26-04: FINAL PLANS `Ji"� m I w r---4 W Q �cn cn o cd, cnU CIS Z() o a� z {� z > lurt oc L:ur ° �lum�z oooo 1 N 00 w w M M M � O w VC 00 bk � N 00 O � N M a QO A F� A o o > DATE: 6-19-04 DACUN BY: K. STETTER SCALE: AS SHOWN REVISIONS: 016-04-04: REVIEW PLANE 01-01-041 REVI9W C44ANGES 01-13-04s PRELIMINARY N8 01-I6-041 REVIEW C+4ANGMS 08-26-04: FINAL PLANS `Ji"� m I I I I I I