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HomeMy WebLinkAbout1Ws of coiling JoIMAs VNVIONI ._.._---- LEFT IR==ELEVATION VV: I/4" s II ^N „t/icey,tone Window Wrap bond _^ FRONT ELEVATION .JG14LE: 1/4" a I' -O" 4C>_ utter board ieze board soldier course veneer d) R.A.K, 140ME DESIGN 14005 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-861-2209 FAX, 311-8t'ol-2418 NEW RESIDENCE OF: JIBE S DOUG MUM LOT # 53 UNTERSFELD MMM 2k 2002 W Z W Q 0 J Z o D p ,■■i INC W cj- il Mj Ulm W Ul tn W � M m NOTICE We of calling jolsts entm It. hL - — - - These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection Includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such top of fir, sheathing construction the seizure of the buildings. DOUG BUSSELL BUILDER INC. 2002 - - W� of calling joists RE Q ISIONS N top of fir, sheathing top of foundation FRONT &LEFT ELEVATIONS II PAGE # 1 tsk gutter bc6 frime tep •tdfng Wo corner 11 rake board f tem board ganger. Kv- Wfle �u/• or cstttng ,lotw top of flr. •hsathtrg 40 gar. Mr. 10mg We a foundetfon ',A,K. 140ME DESIGN 14005 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-Sroi-2209 FAX, 311-861-2418 IOW RESIDENCE OF: JUNE E Doug BITTER LOT * 03 NUNTERSHELD M202 W Z W p ' J Z o � p � � J � W ' J � � -j LL W rw V1 tin tin W n M m D O p NOTICE These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. DOUG BUSSELL BUILDER INC. 2002 MISIONS. FRONT & LEFT ELEVATIONS II PAGE #2 5/-4r 66'$" 413'-0' T -e rte-------- --------------------- ----------- L4-------- --------------------- --------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TIMBER WINDOW WELL. 1 1 1 1 1 1 1 1 W/ ALL POCKETS BY i I 1 1 CONCRETE WALL CONT. 1 1 1 1 Pcc:2Wb-2 PCc*%35.2 ----------------------------------------------------------------------------------------------1-1-------------------------------------------- I 1 1 1 1 1 1 1 1 1 2'-4' 4 �t ' C.M.U. e A POKED L WALL FOOTER FOR BLOCK WALL I P ► P � O w • �. w w 8" CONC. LINTEL FOR 9' CONCRETE WALL. LINTEL DETAIL FOR BASEMENT SCALE: 1/4" - 1'-0" GENERAL FOUNDATION NOTES: u ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON 2800 P.S.L * 28 DAYS, FOOTERS ARE I6" WIDE AND 8' DEEP UNLESS NOTED OTHERWISE ON PLANS. 2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS 0 CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED. 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .JUDGE FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BUILDING: SITE, AND EXISTING GRADES. 4) THESE DRAWINGS SERVE SA A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL AND/ OR STATE BUILDING CODES. IT 18 THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. THE CONTRACTOR ASSUMES ALL. RESPONSIBILITY FOR ERRORS N DESIGN, DIMENSIONS OR OMISSIONS. 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 6) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY PEI LA PROLINE, UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR. V ALL WALLS W/ BRICK ARE i -V2", ALL OTHERS TO BE 3-1/2" UNLESS NOTED OTHERWISE ON PLANS. 8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA. 9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY 56FORE CONSTRUCTION IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. FOUNDATION PLAN SCALE- 1/4' ■ 1'-0' 8'X9' POURED CONC. WALLS 4" CONC. SLAB OVER 4' MIN. GRAVEL FILL R.A.K. HOME OESIGN 14008 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-861-2209 FAX, 311-861-2418 NEW RESIDENCE JUNE E DOUG NTTER LOT # 53 MWERSFED fi*Mff25,2N2 E z 1 W 1 a ? 1 1 • 1 1 o BAR } pp a U J W ' D 1 tin W -10r 1 I UIti 1 1 r1 ---------(]V � M m0 1 _L gE ILn 3 1-3/4" LV.L BEAM 1 1 I ' 4" DIA. STEEL POST ON a U 24')14'X18' CONC. PAD 1 1 1 I 1 ---- --- '---------- -;4 ' a-40 1 1 1 1 17 -V 1 I -LJ 1 1 1 i____________ 1 1 1 1 I r 1 • I 1 1 D I I t D I 1 � o - - - - - - , ---------------------------------------o 1 ------------------------------------------ 7-7 4 �t ' C.M.U. e A POKED L WALL FOOTER FOR BLOCK WALL I P ► P � O w • �. w w 8" CONC. LINTEL FOR 9' CONCRETE WALL. LINTEL DETAIL FOR BASEMENT SCALE: 1/4" - 1'-0" GENERAL FOUNDATION NOTES: u ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON 2800 P.S.L * 28 DAYS, FOOTERS ARE I6" WIDE AND 8' DEEP UNLESS NOTED OTHERWISE ON PLANS. 2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS 0 CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED. 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .JUDGE FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BUILDING: SITE, AND EXISTING GRADES. 4) THESE DRAWINGS SERVE SA A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL AND/ OR STATE BUILDING CODES. IT 18 THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. THE CONTRACTOR ASSUMES ALL. RESPONSIBILITY FOR ERRORS N DESIGN, DIMENSIONS OR OMISSIONS. 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 6) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY PEI LA PROLINE, UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR. V ALL WALLS W/ BRICK ARE i -V2", ALL OTHERS TO BE 3-1/2" UNLESS NOTED OTHERWISE ON PLANS. 8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA. 9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY 56FORE CONSTRUCTION IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. FOUNDATION PLAN SCALE- 1/4' ■ 1'-0' 8'X9' POURED CONC. WALLS 4" CONC. SLAB OVER 4' MIN. GRAVEL FILL R.A.K. HOME OESIGN 14008 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-861-2209 FAX, 311-861-2418 NEW RESIDENCE JUNE E DOUG NTTER LOT # 53 MWERSFED fi*Mff25,2N2 E z W a ? o m � J W � J LL tin UIti � � M m0 These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection Includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. DOUG BUSSELL BUILDER INC. 2002 "SIONS FRONT & LEFT ELEVATIONS 1/4 = 1'-0" PAGE #3 M'-ftm to' -sr 4@-84§ 1 b' -39k' 1 20'-0. 66'-0' R/'-014* 41'-614" to' Q4`N 14011" b'-614` 2'-40 R, A.K. 140ME DESIGN 14005 ,ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING SAND CONSULTING SERVICES PH, 311-8(01-2209 FAX, 31-7-861-2418 NEW RESIDENCE OF JUNE 9 Doug It RITTER nor # 53 ENTERSHELD REVISIONS FRONT & LEFT ELEVATIONS 1/4 " = 1'-O" PAGE #4 MOM It 2002 4 m u Z W Q Z J O � Q � m J � W ' J tL � W F.. � Ln 111 op lit W � M m GENERAL PLAN MOTES: V: U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JMGE fOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BWLDING SITE, AND EXISTING GRADES. O 2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN Q ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL. Q AND/ OR STATE BUILDING CODES. R IS THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND It CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS N DESIGN, DIMENSIONS OR OMISSIONS. 3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, NOTIM AND MAY CHANGE AT ANY TIMIT IS THE CONTRACTORS E, RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 4) ALL WINDOW SIZES LISTED ARE BASIC GLASS SIZES AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR. 5) ALL WALLS W/ BRICK ARE 1-1/1", ALL OTHERS TO BE 3-W UNLESS These plans are copyrighted and protected as NOTED OTHERWISE ON PLANS. b) ALL CEIL.NGS ARE S' MAIN LEVEL AND a' UPPER LEVEL. OR AS 'architectural work" under Section 102 of the Copyright Act, 17 U.S.O. as amended December NOTED ON PLAN FOR GIVEN AREA. 1) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION 1990. this protection Includeds, but is not limited to, the overall form as well as arrangement and OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. composition of spaces and elements of the design. Unauthorized use of these plans can MAIN FLOOR PLAN legally result in the termination of such construction the seizure of the buildings. SCALE: 1/4" - 1'-0" 1800 S.F. © DOUG BUSSELL BUILDER INC. 2002 REVISIONS FRONT & LEFT ELEVATIONS 1/4 " = 1'-O" PAGE #4 55' 8' 13' 416" 42' 311' 10' 411' 3' O" 11' S' 11' 111' 11' 10 ' T 1014" 13' I" PCG2959-2 PCC241 C14 o F------------- -------------- ----------------- n , I 1 1 1 2' ,4" 1 1 1 I 2184 z PGC2541-2 , 1 1 O - o i ---------- STACK i 2' On 1.20'.: ore' 0" � N 2 4 5' 1 - A J 42• X 12 :mAsTER SUITE TUt3 UNIT LLtn � I' 8' Y 4F9' UItn = O -04 O BEDROOM n I m IP l7 O ----- D 1� n CEILING _ 4'0 — 13' Y 8' 3" C14 o F------------- -------------- ----------------- n , I 1 1 1 2' ,4" 1 1 1 I 2184 z w 93 i ---------- STACK i 2' On 1.20'.: m � J W :mAsTER SUITE J LLtn � UItn m l7 O D 1� CEILING Q 1 ,,C LINE OF ------------ 1 1 1 1 1 ' ; - --,-------- -- 1 1 1 1 1 1 1 1♦ 1 � � 1 1 1 1 1. , 1 1 1 ' 1 t------- . ' -r 1' i 1 W 811 14' 0' •♦ i 10 �� ♦ ♦ 1 \ 1,------------------------------- -------- 2'8• RAFTER STEEL BEARING INSUL RAFTERS TO SET 2X4 PLATE OVER FLOOR JOISTS 1 \ 4 ` ♦ \ ` O PCC255S-2 RAFTER Bmwmrs 131 81' c. i4 = OPEN RAIL __MMMMMMM�� 'r O BEDROOM 03 a 14' 111' O 2' 4• l,lit ]Dv F5' 214' S' O I O 1 '* W.I.C.W2�j 2' 4' 0 OPEN TO BELOW -------- BEDROOM 04 13114 &C -ALE: 1/4" a 1'-0" WOO S.F. 10'4140 14' 011' PGG295S-3 14' 4' RA -K, HOME DESIGN 14005 ADIOS PASS CARMEL IN, 410032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH. 311-861-2209 PAX. 311-661-2418 NEW BESIDENCE OF: JUNE E DOUG NMTERSFFB rerv.yam u z w 93 ? o m � J W � J LLtn � UItn m l7 O D These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1980. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © DOUG BUSSELL BUILDER INC. 2002 FRONT & LEFT ELEVATIONS 1/4" - 1'-O" PAGE #5 TYPICAL FRAME ROOF: SHINGLES AS SPECIFIED 7/16" ROOFING SHEATHING 2x8 RIDGEBOARD 2x6 RAFTERS 0 16" o.c. OR AS REQ'D F 2X4 COLLAR TIES 0 48" ox. 2X6 CEILG JOISTS 0 16" ox. OR AS REI 2x4 RIBBON TIE R30 BATT INSUL 6 MIL POLY V.B. 1/2" DRYWALL TAPED & SANDED RAX, 140ME DESIGN 14005 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-861-2209 FAX, 311-861-2418 NEW RESIDENCE JUNE E D0116 RIMER LOT # 68 MTERSFED 21L 2N2 TYPICAL WALL SECTION DETAIL: These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © DOUG BUSSELL BUILDER INC. 2002 FRONT til; LEFT ELEVATIONS 1/4" -1'-D" PAGE #6 R—VALUES: W TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING C LG. INSULATIN R -38S 1/2" DRYWALL R—.45 Q " 7/16 WALL SHEATHING 2x4 STUDS 0 16 o.c. INSIDE AIR FILM R—.68 ttJ Z O R13 BATT INSULATION 2X4 STUD WALL W/ B ATT R-13 6 MIL POLY V.B. DRYWALL m 1/2" HIGH R INSUL SHEATHING R-4.6 TAPED AND SANDED TA OUTSIDE AIR FILM —. Q `O 1/2" COMPOSITION SIDING m J TOTAL R—VALUE R-19.95 1 TYPICAL 2X4 BRICK EXTERIOR 'MALL: R— V ALU ES: =J UL BRICK VENEER 7 GAUGE CORRUGATED C LG. INSULATION R-30 W GALVANIZED METAL BRICK TIES 1/2" AIR SPACE 1/2- DRYWALL R—.45 tn tn 1/2" INSUL SHEATHING = INSIDE AIR FILM R—.68 2x4 STUDS 0 16" o.c. 2X4 STUD WALL W/ B ATT R-13tn W r� R13 BATT INSULATION 6 MIL POLY V.B. 1/2" HIGH R INSUL SHEATHING R-4.6 M 1/2" DRYWALL TAPED AND SANDED OUTSIDE AIR FILM R—.17 3/4" AIR SPAC E R-1.0 Im 4" BRICK VENEER R—.8 TOTAL R—VALUE R-20.7 TYPICAL SILL ASSEMBLY: 1/2" DIA. ANCHOR BOLT 0 72" ox. b O 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET " • b .y TYPICAL 8" BASEMENT WALL : iJ 1/2" DRYWALL 10 6 mil POLY VAPOR B ARRIER 2" x 4" STUDS 0 24" O.C. BATT INSULATION <. NOTICE 8" CONCRETE FOUNDATION WALL ASPHALT DAMPPROOFING TYPICAL WALL SECTION DETAIL: These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © DOUG BUSSELL BUILDER INC. 2002 FRONT til; LEFT ELEVATIONS 1/4" -1'-D" PAGE #6