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HomeMy WebLinkAboutBuilding PlansW- bt6 rake board Wo frieze boar gar rftr, brag. u/s or C.811frg l;7j-,&t—&f �w W-0, 1M 12 1 110 LEFT ELEVATION SCALE: 1/4" a 1'-0" TOP OF FLUE MAT BE Y-08 ABOVE ANY ROOF: SURFACE UMiN A 10' HORIZONTAL DISTANCE b* gutter board bob frieze board bedroom 4 pit, hL brick soldier course brick veneer on,% It. hrt. top or M sheathing :f 6 or calling joists 9 in top or f1r, sheathing top of foundation R.A.K. HOME DESIGN 14005 AD I08 PASS CARMEL IN, 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH. 311-861-2209 FAX 311-861-2418 r 09 G M 1-- U) Cot - Z Z o LOT#'15 e' M 0 HUNTERSHELD ILIE querjr 21, 200 ■ Z w O ' Z J O m J � W ' Mj lig d. tL W H U1 tin tin W r-' M 0 MIRTIPE 11UNIUL 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 & LEFT ELEVATIONS 1/4" -11'011 PACE 1 k A j 4 j bc6 gutter 1x6 frieze lap olding bcb corner .- rake board frieze board garage. rftr, brng. �u/s of aslling ,ptta _Ltop of fir. &a&%Ing 1 ga: rftr. brag We of foun&Won R.A.K. NOME DESIGN 14005 ADIOS PASS CARMEL IN, 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH. 311-861-2209 PAX, 31-1-86-1-2418 LOT # 15 HUNTERSHELD w z W J Z o D p JMJ jmj w ' _ �- J tL � w F- !!1 V1 tn W M m p These plans are copyrighted and protected as 'architectural work under Section 102 of the Copyright Ad, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall forth 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 no REAR & RIGBT ELEVATIONS I I 1/4" - 1'-O" PAGE #2 1 j 0. ",-B" 15'-4' 49'-0' 34'-9' Y-4" W-40 ........................................ L1-------- --------------------- --------- 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 TIMBER WINDOW WPl L -------------------------------------------- : ------------------------------------------, Wu ALL POCKETS BY 1 1 1 1 1 1 I o A ; CONCRETE WALL CONT' ' ------------------ ------ ' 1 1 PGC2935-2 PCC2935-2 1 1 I ' ' 1 1 1 1 1 1 4 I ' s o 1 1 I L 1 ________________________ _-__-__-__-________-__-_______I 1 CRAWL SPACE 3 ua 4' MIN. PEA FILL OVER Q z 3 6 MIL POLY VAPOR BARRIER 0 � u VENTILATION AS REQUIRED of 1 1 I 4 t u I 1 a = 1 1 ( ^ 1 1 Y 1 I 1 I in m Q C, 1 1 1 1 TYPICAL PICAL ViARA iE FL04M _ I 1 ."---._...._.._ — I— -- ,11-4■ ' I 1 �f 1 1 1 1 h I 1 I 1 41'-4116' I 1 1 1 1 1 1 1 1 1 1 I I 1 14 ............ 5ASEMENT LAYOUT ' I ' o 4. ' I ■ I 1 1 O a 1 t . 1 I (V i • 1 1 = I I 1 '4 L ----------------- _________________-___----_-__-_---_-- O 1 I 1 1 - - - - - -- - - - - - - - - - - - - - - - TYPICAL PERIMETER FRAMING= I I 1 I 1 1 ; C14 I I 1L 2X4 STUDS *Vow ox- 1 I ► I I 1 I I I I 1 1 I R13 BATT INSULATION 1 1 1 I 1 1 1 1 I I I 1 I 1 H I I I I 6 nil POLY Y.B. 1 I I I i 3 I 1 I I I 1 I ------ I i I I I 1 I 1 1 I TAPED t SANDED 1 I 1 1 I 1 1 1 I 1 I 1 I 1 I I t 1 = I I t I 1 I 1 = 1 I ' ' I 6' BEARIWALLWALL NG WETBAR W/ 1 I 1 mu ' 4 1 ' O I I 1 I in m Q C, 1 1 1 1 TYPICAL PICAL ViARA iE FL04M _ I 1 ."---._...._.._ — I— -- ,11-4■ ' I 1 �f 1 1 1 1 h 41'-4116' I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 5ASEMENT LAYOUT ' ' i O a SGAI.Et 1/4" ■ I'-0' 1533 Sr-, i • 1 1 = O 1 I 1 1 TYPICAL PERIMETER FRAMING= I 1 ' ' 1 I 1 1 ; 1L 2X4 STUDS *Vow ox- ► I I 1 I I I R13 BATT INSULATION 1 1 1 I 1 1 H 6 nil POLY Y.B. i 3 V2' DRYWALL I ------ I i I 1 1 1 TAPED t SANDED 1 1 I 1 t 1 = 1 1 ' 6' BEARIWALLWALL NG WETBAR W/ mu ' 4 1 ' O THICKENED SLAB BY /�,��1� ----------------- CONCRETE FLOOR 13'-10" 1 ' 1 • 1 WR1. ;1 ' I 1 ... I 1 - I -- - - - - - - -- - - ----- - - - -- 2'�8 - --- ------- - - - -- ------ - ' L--- ------- ----- --- - ----------- --- --- -- ------- --- � _ _- - - - ------ -� -� --- -1 - � -1 _ -� - 3-0 , , , , , , , L_ -----------31-3/ Y.L BEAM 1 411 � _1 u - - o CLOSET ■ O ■ 1 1 1 1 I I I 1 1 I I 1 Y � -------------------1 P, < `' i i i i 40 DIIIA�.■�STEEL ONi� I i P a U I I ' 4 ■ 1 1 . 5 •4 r -i' 1016 2 ^POST 240X24 XIS* HNC. PAD 1 1 0 ;----------- T7 1 1 1 1 1 ---- --- 1 1 I 1 1 1� I I 1 1 . I 1 1 1 I „ 1 C_j1 1 STORAGE _ -- - --- ; IL �' 1�'��. � aL �1�■ V-46 111$■ ; 1 1 ; 1 1 1 I 1 I 1 ■ 1 V I 1 1 I 1 I ip ■ ■ ■ (� 1 I 1 1 � H 04 I 1 1 ' ► 1 ' :L t ---------! 1 1 1 1 1 - ' 1 1 • I I I a G.M.U. Pio P4 P4 . ♦ ♦ ♦ . POURED LONG. WALL 1= 0OTM FOR BLOCK WALL I8" CONC. LINTEL I.0.-, .P.! .'.I FOR 9' CONCRETE WALL LINTEL DETAIL FOR 5ASEMENT SCALE: 1/4 = 1-0I GENERAL FOUNDATION NOTES: U ALL SOU. IS BASED ON 2900 P.S.F., AND CONCRETE IS BASED ON 2800 P.S.L 0 28 DAYS, FOOTERS ARE 16' WIDE AND 8' DEEP UNLESS NOTED OTHERWISE ON PLANS. 2) BASEMENT WALL WEIGHT AS NOTED ON PLANS, W/ SHORT WALL$ • CRAWL_ SPACE OR SLAB BELOW FROST UNE AS REQUIRED. 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND .111 FOR THEMSELVES, TWE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BWI.DNG SITE, AND EXISTING GRADES. 4) THESE DRAWINGS SERVE SA A GUIDE TO THE CONSTRUCTION OF TWE BUILDING, DUE TO VARIATIONS N DIFFERENT AREAS, THE'r' CAN ONLY BE A GUIDE, AND N NO WAY DICTATE ANY OF THE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL BUGS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBaITY 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 TWE CONTRACTORS RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. b) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY PELLA 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 14/2", ALL OTHERS TO BE 3-1& UNLESS NOTED OTHERWISE ON PLANS. 8) ALL CEL W&6 ARE 9' MAIN LEVEI- AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA. 9) ALL DISCREPANCIES ARE TO BE BROUGHT TO TWE ATTENTION OF TWE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION B TO RESUME, TO MIRE PROPER STEPS ARE TAKEN. FOUNDATION PLAN SCALES V4' ■ I'-0' 8'X9' POURED GONG. 4' CONC. SLAB OVER 4' MIN. GRAVEL FILL R.A.G. BIOME DESIGN 14008 ADIOS PASS CARMEL IN, 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-861-2209 FAX, 311-861-2419 LOT # 15 NUNTERSHELD &ann202 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 FOUNDATION PLAN 1/411 _ 11...011 PAGE #3 6 I ! ! (o'-8" 22'-194" 10'-9" 10'-0144 10'-91�' 1-1019" 6'-614" 2'-4" Q GENERAL PLAN NOTES: V THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP TO THE BUILDMG SITE, AND EXISTING GRADES. 2) THESE DRAWINGS SERVE AS 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 MIRE ALL. SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. 3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, AND MAY CHANGE AT ANY TIME, IT 18 THE CONTRACTORS 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 VER09ED BY OWNER/ CONTRACTOR. 5) ALL WALLS W/ BRICK ARE 1-11/2", ALL OTHERS TO BE 3-W UNLESS NOTED OTHERWISE ON PLANS. b) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA. V ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION IS TO RESUME, TO NSURE PROPER STEPS ARE TAKEN. MAIN FLOOR PLAN SCALE: 1/411 : f-ou 1800 S.F. R.A.K. 140ME DESIGN 14005 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING ,AND CONSULTING SERVICES Pel, 311-661-220S FAX. 311-561-2418 LOT * 15 NUNTERSFIELD mrrttzNn u z W � Z o m � J W � J ULW � �iii. Ln tn m � 0 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 MAIN FLOOR PLAN 1 /4" - 1'—O" PAGE #4 i i 13' 411*" 10'4190 6' g19' o O 13' = 8" EAT \/ XL1 . uN r 1 ---------- 1 PCC2541h2 �' 42' Tu$ 1• 4' 3'O" a X i2• UNIT o _ n m STACK , 1 r -________ II II II II 11 II 1' II 11 1 1 1 1 1 I 11 I1 1 I1 1 1 11'50 ;; 1 I , 1 ' W.I.C. ;� v 1 i m o CIO 4' 01<s0 n a1 F------------- --------------77 1 ` - n I I 1 r; 1 r; 2 0 12 0 I 1 SCREEN PCC2989-2 BEDROO 13' Y , 1 1 1 1 1 1 1 1 1 1 11 ' „ „ II 11 11 11 „ 1 1 PORCH 1 1 BELOW '' 11 I 42' 319' Il'11x0 1,a 11110 PCC2541 1 1 Q - Q LF 5' 1 - I'8• 2'4• M .2 = -as 8' 3• O _ - OPEN RAIL 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 0 110141 PCC295S-2 BEDROOM 030 14' 1119' 0 2' 4' l I --- 51 250 1 0 (. l O > n W.I.C.-------- 11 ;i 11 11 11 �� 11 - - - - ' , 0: X .------- —--- — ----- — ---- --------- - 1 1 : 1 ' ' ii O � O - - - - RD — 0 -------- R.A.K. 140ME DESIGN 14005 ADIOS PASS CARMEL IN, 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 31-861-2209 FAX. 311-861-2418 LOT m# 15 NUNTERSHELD JMM 21' u W ■ .J _ 1 ' 1 1 1 I 'MASTER SUITE 1 1 1 1 r* i61 R '4• 1 1 1 GOA 2 2 1 1 1 1 1 13' 1 1 s 1■ 1 1 1 1 1 1 C UN� 1 1 I��i I I 1 1 mu --- ---- OPEN RAL ; ; ; ; H•« •• _ _ ••�, : ; ; ca ' m 1 1 1 1 1 , a___•_ •a , , i 'i __ __ __ -__• ' -----•• -••-•__ ---------- ` 1 W.I.V. 1 1 ------------- I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 ------_- OPEN TO BELOW -------- -------- o BEDROOM 04 - _ i :� 1 . , ' , '1z ' , ' , ,; - -=��__'=_ - � r --I W LINE 1 8'"O' CLCs ' 1 1 1 , , , ==-'-_== « - Ln t - --1 ---------- I I 1 1 1 1 n W 1 1 h` 1 1 � 1 ' ♦ 1 1 , , 1 1 ------ i 1 1 1 1 1 1 � I ----- -------------� 1 1 1 1 it 1 I i 51 alto ' W pr , � ` 1 13 1 i 1410190 1 SLOPE SLOP ---- " PL HT- - 1 ` 5'O' TALL S�EuCS. ARCH MATCH EWRY Box OUT 14'-1184 PL HT. 1 ' 1} ' `,lo o UNIT WIDTH PGC1953-2 0 1 1 i Y ., cc, ----------------- 1 1 a I RAFTER ------------------ STEEL INSUL BEARING 1368d 3845 ON 31 4' 31 bar fol 36 41214 SECOND FLOOR P"N N TI E RAFTt�te TO SET O 2X4 PLATT= OVIM SCALE: 1/4" • I' -ON 1600 S.F. FLOOR JOISTS 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 " IN SECOND FLOOR PLAN 1/4" =1'-0'1PACE 5 :y :y i r 1 A 1 1 TYPIC AL FRAME ROOF: SHINGLES AS SPECIFIED 7/16" ROOFING SHEATHING 2x8 RIDGEBOARD 2x6 RAFTERS 0 16" ox. OR AS REQ'D F 2X4 COLLAR TIES 0 48" ox. 2X6 CEILG JOISTS 0 16" O.C. OR AS REI 2x4 RIBBON TIE R30 BATT INSUL. 6 MIL POLY V.B. 1/2" DRYWALL TAPED & SANDED TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING 7/16 " WALL SHEATHING 2x4 STUDS 0 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL 2X4 BRICK EXTERIOR WALL• B RIC K VENEER 7 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 1/2" AIR SPACE 1/2" INSUL SHEATHING 2x4 STUDS 0 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL SILL ASSEMBLY: 1/2" DIA. ANCHOR BOLT 0 72 ox. 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL 8" BASEMENT WALL 1/2" DRYWALL 6 mil POLY VAPOR B ARRIER 2" x 4" STUDS 0 24" ox. BATT INSULA11ON 8" CONCRETE FOUNDATION WALL ASPHALT DAMPPROOFING R -VALUES: CLG. INSULATION R-38 1/2" DRYWALL = INSIDE AIR FILM 2X4 STUD WALL W/ BATT 1/2" HIGH R INSUL SHEATHING OUTSIDE AIR FILM 1/2" COMPOSITION SIDING TOTAL R -VALUE R -VALUES: CLG. INSULATION R-30 1/2- DRYWALL INSIDIE AIR FILM 2X4 STUD WALL W/ BATT l 1/2" HIGH R INSUL SHEATHING OUTSIDE AIR FILM 3/4" AIR SPAC E 4" B RICK VENEER TOTAL R -VALUE 44 rn co TYPIC,4L WALL SECTION I ETAIL= R.A.K. NOME DESIGN 14005 ADIOS PASS CARMEL IN. 46032 PROFESSIONAL DRAFTING AND CONSULTING SERVICES PH, 311-861-2201B FAX, 311-861-2418 LOT # 15 NUNTERSHELD Ann 212102 u z R-.45 It R—.ss R-13 W R-4.6 Q R-.17 Z R-19.5 D Q � W J,', R-.45 J = R-.68 UM R-13 R-4.6 W� R-.17 tn R-1.0 R—.s W r., � R-20.7 = � M T ii O 0 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 ROOF PLAN 1/4" =1 '- O " PAGE #6 .y i N 1