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HomeMy WebLinkAboutBuilding Plans4-11? + V AJ ?A A( I e J1 Qr 0 49L CY ml V ATt:AA Wl,—e 77—# Nowt. :7 Il .7. . . . ......... 7% _42* CT t)w- 0 Aw IS, 11"1 12- r , Y�qcelc) 'x, rl _71 4 D. .34 xj ot AX- oL-7 a V-0 IF Q0 VI/ y lok VF IZ < i. tt I W7, L - t�A - --------- --- ------ "Ak-7, -r- A 7 12 14 -e 41 v -4r (017 I CP ff...) j dR lis Sfl4 ff...) j 70' uoc)c>v t. �y- p � ! i OP h �W4 LQ I N 0001M rd Ln . 'i 4 cz�!- 4'. t::� . ---- , I Aj 0001M rd Ln . 'i 4 cz�!- ol: on ---------- .-. V- ,lj op .t 4 II r V� �- ol: on ---------- .-. V- ,lj op .t 4 Ao- Cil alc-� vad "1 44 A,;4 0W r4l 4Z -/I sc), 0 -titti '-"x' I 47 A LC Co I rc—" Aatj (f) -4,f%:)A JAI alc-� vad "1 44 A,;4 0W r4l 4Z -/I sc), 21 A 0-i t -:71 0 t3y, . 2rvq') s (4)'7 7'cj o 0 ?j ­ I- _' ­ '.-W M, (_ .i K, 0 A LC -4,f%:)A JAI Jl 21 A 0-i t -:71 0 t3y, . 2rvq') s (4)'7 7'cj o 0 ?j ­ I- _' ­ '.-W M, (_ .i K, u 1 oto 40 r CROWN 8" r WTTER ON S" 1~ASCIA 8� t)c% SHOWING 8", W ED PANELMOUL.D KI�IEE HALL rr� 2'0" 2ND FF. 10" " LOUVERED 3HIMERS PLANTER""' IST FF. 4" 12« THICK 85• KEYSTONE BEYOND LAMP SCALE r=rO`" 12 1254 ASPHALT 5'!0" 12 bi * ON 8" FASCIA '•1 .+arc„' 'v••i: Y�+a^ y.v " q. as. s 4 RELEASED FOR CONSTRUCTION` Subject to compliance with all Regulations Nt.M 1.. of State and Local Codes DEPT OF COMMUNITY SERVICSS r1gLPialkVf -lv N<^ CITY OF CARMEL / CLAY TOWNSH P 1.331 grt �c� �� INDIANA iv (YZ-- ; �7 , 00W so SJ Ak, VIS CD : R2�'���•--T ��;k- `l�, sow 1, Liv Vondersaar t t� "0/1,11's, INC "CRAFTSMEN Of QUALITY CUSTOM HOMES" PULL X'O\DFRS AR 77fc-9M-, icxoiZ l ul9 I ui i 1 i i i 0 F REVISIONS By NO SOFFIT SADDLE --.-_.Archival CHIMNEY -Designs, Inc. ISADDLE BY CHIMNEY ivid Loftu', vm ...Mad.oft GA t (404) 642-IN3 5's .::12 . ..... CRICKET V LLJ 0" •M iA THIS iROiE N" of ARCNIYAL we AMMWNMK Z: r U9 OMI ReprWoucto NO' LKMLM COPYRIGHT 1991 By ARCHIVAL DESIGNS, INC. FW. �4 F4 Pw* 4/9/91 0. LOFTI]U)3 7 atom h i k j A 4 i 4 Lev 1 i i 1 12 AEVISiONB ey Archival w ns,inc, BY ;David Loftus W ShaftMad lea. dAs►iofta, GA 910082" "7-(4") 642.1503 YI . ,.Sq Fig 17 �F.4. 1,335 0" 84 Fw- c� 4/9/91 SWO 1/4't1'0" r� onrer : 0. LOFTus AEVISiONB ey Archival w ns,inc, BY ;David Loftus W ShaftMad lea. dAs►iofta, GA 910082" "7-(4") 642.1503 YI i .y J 1 1 . ,.Sq Fig �F.4. 1,335 0" 84 Fw- c� 4/9/91 SWO 1/4't1'0" onrer : 0. LOFTus /. COPYRIGHT 1091 BY ARCHIVAL, DESIGNS, INC. : a�t NOW i .y J 1 1 --I -Ib,- IL=-." ALI, HAYKPTCJv '�5rV4- Srr,419,S 4SIVIV I W/ undbass CAw,) VOOV RdOaS 24 WHIIIE 0.0, J i i i 4 j b a 1 iie�/ .*� Z e) 5'5 —1 If p - a.r.�nxx�w.•uocww�'x��sr�.xs•r,..cw.aw a+.a.aos�..renv,.wxa.,•..:...,n.>c:.v-.w..,.:.,.a.:�-so ..nwr...yw:us.uenwx..nwa,+�...a.-o�..va�c�.vL.eva+n....,e�,..........,.......a_..+..�............�.........._....�....�.�,..........,....- -- - --- .�..�,........�..-........, H. TYPICAL FRAME ROOF:_ SHINGLES AS SPECIFIED 1116" ROOFING SHEATHIN 2x12 RIDGEBOARD 2x6 RAFTERS * 16" o.c. 2X4 COLLAR TIES 9 48" 2X6 CEILG JOISTS 0 I6" W/ 2x4 RIBBON TIE 1/2" DRYWALL TAPED t 4 -Ui3 f-44, ✓� 0 TYPICAL 2X4 SIDING COMPOSITION SIDING 1/1ro " WALL SHEATHIN 2x4 STUDS ' ib" ox - 1/2" DRYWALL . 1 .. Y s .*� Z e) 5'5 —1 If p - a.r.�nxx�w.•uocww�'x��sr�.xs•r,..cw.aw a+.a.aos�..renv,.wxa.,•..:...,n.>c:.v-.w..,.:.,.a.:�-so ..nwr...yw:us.uenwx..nwa,+�...a.-o�..va�c�.vL.eva+n....,e�,..........,.......a_..+..�............�.........._....�....�.�,..........,....- -- - --- .�..�,........�..-........, H. TYPICAL FRAME ROOF:_ SHINGLES AS SPECIFIED 1116" ROOFING SHEATHIN 2x12 RIDGEBOARD 2x6 RAFTERS * 16" o.c. 2X4 COLLAR TIES 9 48" 2X6 CEILG JOISTS 0 I6" W/ 2x4 RIBBON TIE 1/2" DRYWALL TAPED t 4 -Ui3 f-44, ✓� 0 TYPICAL 2X4 SIDING COMPOSITION SIDING 1/1ro " WALL SHEATHIN 2x4 STUDS ' ib" ox - Voi=idersaar HOMES, pvc lvtay 17, 2002 "CRAFTSMEN OF QUALITY CUSTOM HOMES" City of Carmel Dept of Building code Enftwoement REI Ealvoroon RMdence Lot 2 Lynwood at Pluto CRek Plan Review Connection List ADDENDUM TO WALL SECTION L. Table R0"Ox�.1,1(pou). M � walls will have 05 rcbu at 24" ac. for soil class -Sandy Clay" as per 2. En"Jor MaBon,y .walls shall have � R703.7.5. 8 oIz first course Wduding all areas slating to Code 3. Extezior masoltry walls shag nave 3/16" located mediately above flame =r�to Code of'7 6" and miuimum siu of SWIM Plumbing pew under the Upc pl-hbbo code. Signed, POW A. Vondoru President 70 WEST WILEY STREET • P.O. BOX 830 • CICERO, INDIANA 46034 • (317) 984-7285 • fAX (317) 984-9499 TYPICAL 2X4 BRICK EXTERIOR W BRICK VENEER 1 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 1/2" AIR SPACE 1/2" INSUL SHEATHING 2x4 STUDS 9 i6" o.c. 1/2" DRYWALL TAPED AND SANDED C�Lnv�-r>✓ I'7 -(L Gttl 014, 12-tCi12 w►4LL� TYPICAL SILL ASSEMBLY:----� 1/2" DIA. X 18" ANCHOR BOLT * 48" < 12" MIN. FROM EA. CORNER 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL 8" BASEMENT WALL�� In" DRYWALL W CONCRETE FOUNDATION WALL W/ 3 I5 BAR RAN HORIZONTAL, SPACE EQUALLY VERTICALLY ASPHALT DAMPPROOFING 16" WIDE x 8" D CONCRETE FOOTING c/W 2 - RUNS 05 REBAR QaQ to Zu � W O�U)w N � �os�DD 0 � LL �rA u�z� o ZX6 ® tb Q v 0 .Q D Q PICAL BASEMENT FLOOR 0 4" CONCRETE SLAB c/W FIBRE MESH REINFORCEMENT 6 mll POLY VAPOR BARRIER COMPACTED GRANULAR FILL R 0 Q TYPICAL SECTION SCALE: 1/2" = 1'-0" 1/2" DRYWALL TAPED AND SANDEC Voi=idersaar HOMES, pvc lvtay 17, 2002 "CRAFTSMEN OF QUALITY CUSTOM HOMES" City of Carmel Dept of Building code Enftwoement REI Ealvoroon RMdence Lot 2 Lynwood at Pluto CRek Plan Review Connection List ADDENDUM TO WALL SECTION L. Table R0"Ox�.1,1(pou). M � walls will have 05 rcbu at 24" ac. for soil class -Sandy Clay" as per 2. En"Jor MaBon,y .walls shall have � R703.7.5. 8 oIz first course Wduding all areas slating to Code 3. Extezior masoltry walls shag nave 3/16" located mediately above flame =r�to Code of'7 6" and miuimum siu of SWIM Plumbing pew under the Upc pl-hbbo code. Signed, POW A. Vondoru President 70 WEST WILEY STREET • P.O. BOX 830 • CICERO, INDIANA 46034 • (317) 984-7285 • fAX (317) 984-9499 TYPICAL 2X4 BRICK EXTERIOR W BRICK VENEER 1 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 1/2" AIR SPACE 1/2" INSUL SHEATHING 2x4 STUDS 9 i6" o.c. 1/2" DRYWALL TAPED AND SANDED C�Lnv�-r>✓ I'7 -(L Gttl 014, 12-tCi12 w►4LL� TYPICAL SILL ASSEMBLY:----� 1/2" DIA. X 18" ANCHOR BOLT * 48" < 12" MIN. FROM EA. CORNER 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL 8" BASEMENT WALL�� In" DRYWALL W CONCRETE FOUNDATION WALL W/ 3 I5 BAR RAN HORIZONTAL, SPACE EQUALLY VERTICALLY ASPHALT DAMPPROOFING 16" WIDE x 8" D CONCRETE FOOTING c/W 2 - RUNS 05 REBAR QaQ to Zu � W O�U)w N � �os�DD 0 � LL �rA u�z� o ZX6 ® tb Q v 0 .Q D Q PICAL BASEMENT FLOOR 0 4" CONCRETE SLAB c/W FIBRE MESH REINFORCEMENT 6 mll POLY VAPOR BARRIER COMPACTED GRANULAR FILL R 0 Q TYPICAL SECTION SCALE: 1/2" = 1'-0" . ..... ZIF P,.j t-4 c, �Z7 \,.4:j �'C- .�"''" r -•o. V"—' C 7 7 7