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Home My WebLink About07070059 Architectural Plans Bldg. 10 Preliminary NFC Rcv. 1/23/2009 Apprv. 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KIL NCARB AIA A R C H I T E C T 574.288.2654 F A X. 2 8 9. 2 4 2 0 www.kilarchitecture.com )N o. ° O O� FOF�G Z�p9 5 s �ak. THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL, INDIANA 4 6 0 3 2 FOR: HIGHLINE CONSTRUCTION AND UPTOWN PARTNERS PH: (765) 429 - 4044 BLDG. 10 1 st FLOOR PLAN DATE: JAN. 5 2009 REVISED: A 1 C COPYRIGHT 2009 KlL ARCHITECTURE / PLANNING 'JNINMdId / 3IJrU3311HO19V IN 60OZ 1HOlItUd00 0 :a3SIA32i 600Z'9 Ndr -31` G Nth d 1:10014 PuZ M 'J018 "Ot - RV (99B :Hd SH3N121Vd HMOldn ONV NOUDnULSN00 3NIIHSIH dO:l Z £ 0 9 17 VNVICINI `-131N-dVO *ai cm6111no 's m -13W21V0 NI S3!DViiOO 3Hl C� ,.;p O'�O� yON ww- ejnjoe3lywejpvm m 0 Z 4 Z 6 8 Z X V J VS; 9Z'89Z *t L9 10 3 11 H 0 U V viv 9ZIVON IIN 'b/ AIJOEME) L 0 9 9 4 NI 'ON38 Hinos 1SV3 .IVMNIOONII 9Z L L J N I N N d I d 3'dn13311HOUV 0 I aIBOS Ar z 0 NVId i:1001=1 PuZ N C" co O c 0 O N O Z .Z7 O c z 0 0 Z m m N_ I to s N (D_2nd ROOF PLAN 0 2' 4• 8 Scale: 1/4"= V -0" - " "K" STYLE GENERAL ROOF NOTES: UTTER (TYP) 1. ALL VALLEYS SHALL BE LINED WITH GRACE "ICE & WATER SHIELD' 2. EAVE AND GABLE EDGES OF ROOF SHALL BE LINED WITH GRACE "ICE & WATER SHIELD" FROM PERIMETER TO LINE 3 FT. MIN. INSIDE EXTERIOR WALLS 3. PROVIDE RIDGE VENTS AT ALL RIDGES AND ENSURE POSITIVE VENTITILATION OF ALL DORMERS 4. PROVIDE 15 LB. ROOF FELT AND 40 -YEAR LAMINATED SHINGLES 265 LBS /SQ MIN. 5. GUTTERS, DOWNSPOUTS AND METAL ROOF TRIM TO BE PRE - FINISHED 0.040" ALUMINUM F��o K I L ARCHITECTURE P L A N N I N G 1126 LINCOLNWAY EAST SOUTH BEND, IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA A R C H I T E C T 574.288.2654 F A X. 2 8 9. 2 4 2 0 www.kilarchitecture.com P0% 0� FpEsGp Z�p9 THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL, INDIANA 4 6 0 3 2 FOR: HIGHLINE CONSTRUCTION AND UPTOWN PARTNERS PH: (765) 429 - 4044 BLDG. 10 ROOF PLAN DATE: JAN. 5 2009 REVISED: Al ■ ® COPYRIGHT 2009 KIL ARCHITECTURE t PLANNING /' - '\ WEST ELEVATION 0 z 4' w NORTH ELEVATION 0 z V a 1/4"= l'-O" A!; A 7 ArZ"--Ir C I ARCHITECTURE P L A N N I N G 1126 LINCOLNWAY EAST SOUTH BEND, IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA A R C H I T E C T 574.288.2654 F A X 2 8 9 2 4 2 0 www.kilarchitecture.com I I ;O.. NOS 09- PN '5 5. THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL, INDIANA 4 6 0 3 2 FOR HIGHLINE CONSTRUCTION AND UPTOWN PARTNERS PH: (765) 429 - 4044 BLDG. 10 NORTH & WEST BLDG. ELEVATIONS DATE: JAN. 5, 2009 REVISED: TF A2m 1_ (0 COPYRIGHT 2009 KIL ARCHITECTURE / PLANNING EAST ELEVATION 1/4"= 1 -13" 0 2' 4• 8- SOUTH ELEVATION 0 7 4 a. 1/4" = 1' -0" I L ARCHITECTURE P L A N N I N G 1126 LINCOLNWAY EAST SOUTH BEND, IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA A R C H I T E C T 574.288.2654 F A X. 2 8 9 2 4 2 0 www.kilarchitecture.com I 01 ' Colo -XAo ci�b THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL, INDIANA 4 6 0 3 2 FOR: HIGHLINE CONSTRUCTION AND UPTOWN PARTNERS PH: (765) 429 - 4044 BLDG. 10 SOUTH & EAST BLDG. ELEVATIONS DATE: REVISED: A2 ■ 2-1 (0 COPYRIGHT 2009 KIL ARCHITECTURE / PLANNING - — TRUSS BEARING -- — — — — — — I EL. 119' -9 I I I I / I i SECOND FLOOR I EL 110' -7 f TRUSS BEARING LW Y.. ' EL 109' -1 j•' - - - -- GARAGE I I E _ 4 FIRST FLOOR _ EL 100' -0' — I I I � 2' MD k'3lUT10N I I - I C0N' nNUOUS RIDGE VENT 12 1 6. CROSS SECTION A -A o rte• 54- Scale: 3/8' = V-0" K I L ARCHITECTURE P L A N N I N G 1126 LINCOLNWAY EAST SOUTH SEND, IN 4 6 6 0 1 GREGORY A. 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CARMEL, INDIANA 4 6 0 3 2 FOR HIGHLINE CONSTRUCTION AND UPTOWN PARTNERS PH: (765) 429 - 4044 BUILDING 10 BUILDING SECTIONS DATE: JAN. 5 2009 REVISED: A302 _j C COPYRIGHT 2009 KIL ARCHITECTURE / PLANNING Crr MUDUS RDGC VENT ,----------- - - - - -♦ 1 � 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 9 1 Aa.e 1 1 1 1 1 1 1 1 1 1 1 I 1 1 � 1 1 I 1 I � 1 1 I �I � 1 r 1 1 1 1 � 1 � ----------- - - - - -- D CROSS SECTION C -C U t1�•- r-W 5'-4 - Scale: 318" = 1' -0" --------- - - - - -- r � 12 1 1 ca 1 1 1 1 1 1 1 I 1 1 1 1 1 \ I \ ' i �\ 1 1 i 1 I 1 1 1 � 1 I 1 1 1 1 1 1 1 1 I j i 1 � 1 i 1 1 f 1 1 1 I 1 1 1 1 I 1 — ;0` 1 1 1 1 12' FWD It1XON 1 1 rb 1 I - 1 1 1 ----------- - - - - -� K I L ARCHITECTURE P L A N N I N G 1126 LWCOLNWAY EAST SOUTH SEND, IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA A R C H I T E C T 574.288.2654 F A X 2 8 9 2 4 2 0 www.ldlarchitecture.com GO N NpZ Fpy �-2ap9 THE COTTAGES IN CARMEL 531 S. GUILFORD RD. 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DATE: BASE FLASHING WITH WEEP HOLES 0 33* O.C. JAN. 5, 2009 GROUT CAVITY SD BELOW FLASHING GRADE VARIES REVISED: JLRS7_ FLOOR_ EL 100'-0* gDAmpPRoonNG APPLIED OVER CONC. FOUNDATION WALL FRENCH DRAIN WRAPPED IN FILTER FABRIC WITH DRAINAGE FILL ZZ. 0'415 LSECTION s�44 =1' -0" - A3 ■ 8_ (0 COPYRIGHT 2009 KIL ARCHITECTURE / PLANNING ASPHALT SHINGLES ON 15 LB. ROOFING FELT PREF1NISHED METAL ROOF EDGE X AXA R-38 BLOMVM NSLLATICW W17H FOAM BAFFLE SECOND FLOOR -1 EL 110110-7• ALUMINUM GUTTER SMOOTH HARDITRIM GYP. BD. tq VENTED SMOOTH HARDISOFFIT CEILING FYPON PROFILE Y PAINTED 1*x 9 r SMOOTH HARDITRim, RIPPED TO 8 1' & BLOCKED AWAY FROM SHEATHING UNVENTED SMOOTH HARDISOFFIT Ally SLAB ON-GRADE ---\ ' Eg BARRIER ON COMPACM I GRANULAR FLL N �1910 a 2* RM INSVIATION I ARCHITECTURE P L A N N I N G 1126 LINCOLNWAY EAST SOUTH BEND, IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA A R C H I T E C T 574.288.2654 FAX 289.242 0 www.kilarchitecture.com I I , xox'tkpQ 0 c,��oN 1010 140 THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL, INDIANA 4 6 0 3 2 FOR: HIGHILINE CONSTRUCTION AND UPTOWN PARTNERS PH: (765) 429 - 4044 BUILDING 10 WALL STONE CAP WITH INTEGRAL DRIP EDGE SECTIONS 4* STONE VENEER I COMPRESSIBLE FILUU? DATE: BASE FLASHING WITH WEEP HOLES 0 33* O.C. JAN. 5, 2009 GROUT CAVITY SD BELOW FLASHING GRADE VARIES REVISED: JLRS7_ FLOOR_ EL 100'-0* gDAmpPRoonNG APPLIED OVER CONC. FOUNDATION WALL FRENCH DRAIN WRAPPED IN FILTER FABRIC WITH DRAINAGE FILL ZZ. 0'415 LSECTION s�44 =1' -0" - A3 ■ 8_ (0 COPYRIGHT 2009 KIL ARCHITECTURE / PLANNING PREFINISHED METAL ROOF EDGE PAINTED 1 "z 3 1" SMOOTH HARDITRIM PAINTED 1 "z 7 }" SMOOTH HARDITRIM ASPHALT SHINGLES ON 15 LB. ROOFING FELT VENTED SMOOTH HARDISOFFIT Tf'USS BEATING, — - - CL. 119' '1" R -38 BLOWN CELLULOSE INSULATION ROOF TRUSSES 0 24" O.C. PAINTED CEMENTITIOUS STRAIGHT EDGE NOTCHED PANEL SHINGLE SIDING EXPOSURE: 7" PAINTED SMOOTH CEMENTITIOUS LAP SIDING EXPOSURE: 6" SLCONI) fL001 EL 110' PAINTED SMOOTH CEMENTITIOUS LAP SIDING EXPOSURE: 6" STONE CAP WITH INTEGRAL DRIP EDGE 4" STONE VENEER }' COMPRESSIBLE FILLER DAMPPROOFING APPLIED OVER CONC. FOUNDATION WALL FIR ;T FL00 CL 100'-C FRENCH DRAIN WRAPPED IN FILTER FABRIC WITH DRAINAGE FILL { ♦ ON Sr ^!R1 *f ON - =r4 1 1 O.C. Y,HF 13 I.JTE R F.!�H, TYP. F Flr " -9 MU-AL P--Ka --� - ` IT- t7NISIIED ED M7w F.: -CF EDGE PvfJEC- 1. 3 f wr -- 1'z 3 e SM H FAP iir`1 k, `— PLJ# : 1 x 7 SHI4. ES 'N 13 ' U'. F_ 'IIF `ii FL-7 15 LB- cLO",G F_L= - - - -- ,Ff aM_Tn _5,_ Ti- H ITP�M ! — 1_ - R -33 B. b A!P INIL'F " .4 - =N rr'ER Em 177- n F J 7T E- SE N ED !A � 2,4 W 'D JT1JG: M ZNEL Srilli .Z 1 r W iH 13 S P _,1{T C NS!J 1 i 3 P.L+i._ i I, - r .. ♦ - ly — 1 1 FTC N j ^5x.- EF!,17 T E K- ROOM ♦ / .- �_____ _ __- ; - } a U _k!f N �a ' F. ( 5 R T t. 7777[ 1 1 - -_ ! �y I It H H ruA LI ~ '�` _ - .-_ x, __,i H ...,CrIT 1. -� k\ ( -U -" '� fF�N F'R,FiLE 'X" / F744 ! ' icc D TC } s BL i 1. -D 3;" a I ED r { - , - r A r FFCt r1EL a.i BEt D - JN `�..r�/ ^ 4 W U ST'1FS 0 {1 r r� L 1L FAh ?J 'TH WTI-, .± 13 - Esc � "E:.'lS F RZILT N - F R ON W { ,4 e i s - jjj 9 1 O C A H F- 11` ! .A.11L4v UN!T — f J E rr A' RJE r CF T c1 -:P P EW D H c X =_ GARAGE 4- .'j.'JE 1 =>=--F. 4 STONE ti`'ti R ti FE A: -LE * E--GE 1 �•— E FLAS WITH FILLER —� 1 - j W -I.`_L y 3" 0 C ! ,7 h F r J _ MPPF) -PLIED — 3N v . B r F f ♦ , N C =' 1 50LIC _w'OW 0:_.. w0 FI_. ..N \ '�` '1 4 CLkFw_TEC LL ' SL _ SLAB Ad'. \ ^l ° v�r 4 ,t: _ .E Vim= S 3UIL F` \ L - ap - !" i C A-APF=E v''PE 9 . £' FCC T _vlt r .'JL ih ..Kru_C �`r�'_F -_t i-. _ - 1 _ - #t `4AL1 Ii F F R WTr, CF } FER F. C7 ��!J��CT�10N 7 WALL SECTION Scale: 314' -1 -V 0 K I L ARCHITECTURE PLANNING Mumomx . NO 1 s A AR�TItC�T 574.288.2054 PAX.249.2426 v we • TIM COTTAGES CARMEL CH&Q� paxna 4 d 0 S Z BUILDING 10 WALL SECTIONS CAM JAN. 5, 2009 m� A3m9 C COPVR:GHT2X9 KL ARCHITECTURE! PLANNING DOOR. FRAME & HARDWARE SCHEDULE MATERIAL LEGEND: MDF DOOR. FRAME & HARDWARE SCHEDULE STL1 STEEL SKIN WITH 20 MINUTE FIRE RATING MASONITE, THERMATRU OR APPROVED EQUAL Z O I- C ° LOCATION CLOPAY, OVERHEAD DOOR OR APPROVED EQUAL DOOR FIBERGLASS ENTRY DOOR SYSTEM THERMATRU OR APPROVED EQUAL VYL - D z z Z � W L2 FRAME G1 GLAZING w 3�: = NOTES OPENING SIZE J � W z I V J 0� :2 Q� J ° w - W � vW = U Z § --d w ,- 1... � W = U U Z _ (n w^ Y w U U - 101 EXTER. ENTRY 3' -0" 8' -0" 1 -3/4 FBR EFP G1 - WD - - - - 102 POWDER ROOM 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - - 4' -0" 103 CLOSET 3' -0" 6' -8" 1 -3/8 MDF P - - WD - - - - - 104 CLOSET 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - CO) 105 SUN ROOM 10' -0" 6' -8" - - SPT G1 - WD - - - - 0 106 EXTER. ENTRY 3' -0" 6' -8" 1 -3/4 FBR EFL GI - WD - - - - U- 107 SUN ROOM 7' -0" 6' -8" - - SPD G1 - WD - - - - 108 OFFICE 3' -0" 6' -8" 1 -3/8 MDF P - - WD - - - - 2' -10" 109 KITCHEN /DINING /FAMILY 3' -0" 6' -8" 1 -3/8 MDF P - - WD - - - - 4' -5" 110 CLOSET 3' -0" 6' -8" 1 -3/8 MDF P - - WD - - - - 1111 CLOSET 2' -6" 6' -8" 1 -3/8 MDF P - - WD - - - - 112 INTER. GARAGE 3' -O" 6' -8" 1 -3/4 MDF P - 20 WD - - - - 113 MECH. ROOM 5-6" 6' -8" 1 -3/4 STL1 DP - 20 JHM. - - - - 114 EXT. GARAGE 16' -0" 7' -0" 2" STL2 OH G1 - WD - - - - 115 EXTER. ENTRY 3' -0" 8' -0" 1-3/4 FBR EFP G1 - WD - - - - 2' -4" 116 POWDER ROOM 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - - 2' -4" 117 CLOSET 3' -0" 6' -8" 1 -3/8 MDF P - - WD - - - - 118 HALLWAY 3' -0" 6' -8" 1 -3/8 MDF P - - WD - - - - 119 EXTER. ENTRY 3' -0" 6' -8" 1 -3/4 FBR EFL G1 - WD - - - - 120 MASTER BEDROOM 2' -10" 6' -8° 1 -3/8 MDF P - - WD - - - - 121 BATH 2' -10" 6' -8" 1 -3/8 MDF P - - WD - - - - 122 TOILET 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 123 CLOSET 2' -8" 6' -8" 1 -3/8 MDF DP - - WD - - - - 124 LAUNDRY 2' -8" 6' -8" 1-3/8 MDF P - - WD - - - - 125 INTER. GARAGE 3' -0" 6' -8" 1 -3/4 MDF P - 20 WD - - - - 126 MECH. ROOM 5-6" 6' -8" 1-3/4 STL1 DP - 20 HM - - - - 127 EXTER. GARAGE 16' -0" 7' -0" 2" STL2 OH G1 - WD - - - - 201 CLOSET 2' -8" 6' -8" 1 -3/8 MDF P - - IWO - - - - 202 CLOSET 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 203 LAUNDRY 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 204 BEDROOM 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 205 CLOSET 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - - 206 LINEN 2' -2" 6' -8" 1 -3/8 MDF P - - WD - - - - 207 BATH 2' -6" 6' -8" 1 -3/8 MDF P - - WD - - - - 208 CLOSET 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 209 TOILET 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - - 210 LINEN 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - Z 211 212 CLOSET BATH 2' -6" 2' -8" 6' -8" 6' -8" 1 -3/8 1 -3/8 MDF MDF P P - - - - WD WD - - - - - - - 0213 W 214 MASTER BEDROOM CLOSET 3' -0" 3' -0" 6' -8" 6' -8" 1 -3/8 1 -3/8 MDF MDF P P - - - - WD WD - - - - - - - - 215 CLOSET 2' -6" 6' -8" 1 -3/8 MDF P - - WD - - - - 2161 BEDROOM 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 217 BEDROOM 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 218 CLOSET 5' -0" 6' -8" 1 -3/8 MDF DP - - WD - - - - 219 BATH 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - - 220 LINEN 2' -2" 6' -8" 1 -3/8 MDF P - - WD - - - - 221 BATH 2' -4" 6' -8" 1 -3/8 MDF P - - WD - - - - 222 LINEN 1' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 223 BEDROOM 2' -8" 6' -8" 1 -3/8 MDF P - - WD - - - - 224 CLOSET 2' -4" 6' -8" 1 -3/8 MDFj P - - WD I - - - - 225 LAUNDRY 2' -10" 6' -8" WD F - - - DOOR. FRAME & HARDWARE SCHEDULE MATERIAL LEGEND: MDF MEDIUM DENSITY FIBERBOARD MASONITE OR APPROVED EQUAL STL1 STEEL SKIN WITH 20 MINUTE FIRE RATING MASONITE, THERMATRU OR APPROVED EQUAL STL2 STEEL SKIN WITH POLYSTYRENE INSULATION CLOPAY, OVERHEAD DOOR OR APPROVED EQUAL FBR FIBERGLASS ENTRY DOOR SYSTEM THERMATRU OR APPROVED EQUAL VYL VINYL SLIDING GLASS PATIO DOOR SILVER LINE OR APPROVED EQUAL G1 GLAZING 3/4" INSULATED, TEMPERED, LOW E GLASS DOOR. FRAME & HARDWARE NOTES: 1 = HARDWARE SETS PER OWNER 2 = MANUFACTURER'S STANDARD HARDWARE 3 = PROVIDE SAFETY ELECTROMECHANICAL INTERLOCK 4 = COORDINATE ACCESS DOOR W/ STAIR LANDING DOOR TYPES: 311 1 1 FRAME TYPES: A B WINDOW SCHEDULE =w =w NOT USED � w z_ DU O(=j w WINDOW ELEVATXM � o�? _? � zQ`� Q� Q w g w � w w Z oozes w w z I- Q O :2 TYPE A 2' -4" 4' -0" - 1 UNIT SINGLE HUNG WINDOW - - B 2' -4" 4' -0" - i UNIT PAIRED SINGLE HUNG WINDOW - - 2' -4" C 2' -4" 4' -0" - 1 UNIT TRIPLE SINGLE HUNG WINDOW - - 2' -4" 2' -4" D 2' -4" 3' -5" - 1 UNIT TRIPLE SINGLE HUNG WINDOW - - 2' -4" 2' -4" E 2' -4" 3' -5" - i UNIT PAIRED SINGLE HUNG WINDOW - - 2' -4" F 2' -10" 2' -0" - 1 UNIT SINGLE HUNG WINDOW W/ - - 2' -10" 4' -5" TRANSOM UNIT ABOVE G 2' -10" 2' -0" - 1 UNIT PAIRED SINGLE HUNG WINDOW W/ - - 2' -10" 4' -5" TRANSOM UNIT ABOVE 2' -10" 2' -0" 2' -10" 4' -5" H 2' -10" 2' -0" - 1 UNIT TRIPLE SINGLE HUNG WINDOW W/ - - 2' -10" 4' -5" TRANSOM UNIT ABOVE 2' -10" 2' -0" 2' -10" 4' -5" 2' -10" 2' -0" 2' -10" 4' -5" J 2' -4" 2' -0" - 1 UNIT SINGLE HUNG WINDOW W/ - - 2' -4" 4' -5" TRANSOM UNIT ABOVE K 2' -4" 2' -0" - 1 UNIT TRIPLE SINGLE HUNG WINDOW W/ - - 2' -4" 4' -5" TRANSOM UNIT ABOVE 2' -4" 2' -0" 2' -4" 4' -5" 2' -4" 2' -0" 2' -4" 4' -5" L 2' -4" 2' -4" - 1 UNIT PICTURE WINDOW - - M 1 3' -2" 2' -0" - 1 UNIT TRANSOM WINDOW - - 1. PROVIDE GRILLES IN THE AIRSPACE IN ALL WINDOWS 2. RESCUE/ EMERGENCY EGRESS WINDOW - MINIMUM OF 5.7 SF OPENING AREA, MAX. 44" A.F.F. 3. WINDOW SCHEDULE IS BASED UPON MARVIN 'INTEGRITY" WOOD - ULTREX WINDOW UNITS. WINDOW TYPES: u:a;93,1 A;9.:1 ca9s,1 (W; )4/ WA'94i Wk'14/ (W'l)4/ I;V94/ WA '114/ O O O O IAWN3J''3 IAVmd33Z3 IA'NN33'3 IAWN)9I'' li IAlT�l9?.S Ml l u ICA2939 CAN39 CA3355 ICA" CA3355 IC:A 955 IO2'i55 ICA2`a55 I L ARCHITECTURE PLANNING ImueIDcuuml0'>r 4oUIH =■ 06I N GFMOM H A E ~AIA ARCHITECT 574.288.2054 PAX. 289.2428 r• • THC COTTAGES CARMEL a1 & Quim Ham. �� no �wNMR�'.i DOOR & WINDOW SCHEDULES CAT& A5m 1_ !C' COPYRIGHT 2009 KIL ARCHITECTURE/ PLANNING A02927 O NOT USED IA'91 ` -1 WINDOW ELEVATXM I L ARCHITECTURE PLANNING ImueIDcuuml0'>r 4oUIH =■ 06I N GFMOM H A E ~AIA ARCHITECT 574.288.2054 PAX. 289.2428 r• • THC COTTAGES CARMEL a1 & Quim Ham. �� no �wNMR�'.i DOOR & WINDOW SCHEDULES CAT& A5m 1_ !C' COPYRIGHT 2009 KIL ARCHITECTURE/ PLANNING FOUNDATION PLAN SCAB: v4' . V -o' NORTH FOUNDATION PLAN NOTES: OFP�,Lf, -, N 'V i�`'4 e�Ca1'TEAE`�ND L n4 0332 CL-^ STA -E Of THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL INDIANA 4 6 0 3 2 MR r■KW caMr+ucr AND UPrOM PAR7MM PF! (Yl6j 4�D -,M4 FOUNDATION PLAN DATE DEC. 30 2008 REVISED. si■ 'C COPYRIGHT 2D08 KIL ARCHITECTURE / PLANNING ARCHITECTURE I. SEE DRAWING 51.2 FOR GENERAL NOTE5, TTPICAL DETAILS AND ADDITIONAL P L A N N IN G INFORMATION. L9rCOLB EAST 2. TOP OF SLAB ELEVATION VARIES SEE PLAN. SLAB ON GRADE 15 4' THICK BEND, 1 N SOUTH BEND. CONCRETE REINFORCED WITH 6Xb- W2.9XW2.9 WWF. PLACE SLAB ON 4' 4 8 8 0 7 COMPACTED GRANULAR MATERIAL. GREGORY A. I4L 3. 'U' INDICATES CONTROL JOINT. CONTROL JOINTS ARE TO BE LOCATED AS N C A R B A I A SHOWN. REFER TO TYP. DETAIL ON SHEET 512. A R C H I T E C T 4. SEE MECHANICAL DRAWINGS FOR FLOOR DRAIN LOCATIONS AND DETAILS. 5. PROVIDE ADEQUATE 514ORING FOR CONCRETE PLACEMENT. 574.288.2854 FAX. 289.2420 b. SEE ARCHITECTURAL PLANS FOR INTERIOR If EXTERIOR OPENINGS IN WYYYII FOUNDATION WALL FOR DOORWATS AND OPENINGS. 7. IF ANY DIMENSIONAL DISCREPANCIES EXI5T THE ARCHITECTURAL DRAWINGS SHALL CONTROL. 1vk - f Kc ASSO('IATES, IN(7. 511P,m . N.r Ofrw.Pvk F.n W p L X6825 p6M ♦96243 OFP�,Lf, -, N 'V i�`'4 e�Ca1'TEAE`�ND L n4 0332 CL-^ STA -E Of THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL INDIANA 4 6 0 3 2 MR r■KW caMr+ucr AND UPrOM PAR7MM PF! (Yl6j 4�D -,M4 FOUNDATION PLAN DATE DEC. 30 2008 REVISED. si■ 'C COPYRIGHT 2D08 KIL ARCHITECTURE / PLANNING GENERAL NOTE5: 4' CONC. SLAB '46' _ -7l• 1fi A36 ANCHOR BOLT €9GUT,M 4 it 3.14 slab -an -grade must be placed on sand DESIGN CRITERIA �S�deteefaundafiansaid or properly compacted engineered fill. 1.1 Governing 8uldng Cade Indiana Biding Cade 115 Placement of concrete shall be per ACI Latest edition. Concrete shill be 12 Gravity Loads deposited as near to is foal position as possible. All concrete shall be ROOF: thoroughly consolidated wound reinforcement and embedded Rem. All reinforcing steel must be free from dirt, rust and other deleterious Roof Live Load: 20.0 pst . Drift FLOOR: material prior to placement. Floor Live Load Residentak 40 psf 3.16 Wrinm concrete covers as follows: Cast against and permanently exposed to earth 3' :OW5BAR CONT. Concrete permanently exposed to earth or weather. 13 Earthquake: Per Code No. 5 bar or smaller I -1/2' 1.4 Wind Velocity. 90 M.P.H., ., Exposure B No. bar t a lager. 7 ncre Cote not exposed to weather or in contact 1cU5 With ground (to No. I I bask 3/4' 15 Importance Factor. 1.0 W BARS a 24' OL. 1.6 Code required special inspections stall be performed 3.17 No admixtures stall be used without the approval of the engineer. No viler drect contract to the owner. calcium chloride shxll be used. 501E /FOUNDATION CONDITIONS: 3.18 Provide curing and sealing compound to al exposed interior slobs and Q to all exterior slabs, waks and cabs as soon as final finishing 6 complete. 2.1 Owner to Teton qualified sails e*eer to monitor foundation and sub -grade during , site preparation and foundation construction. Each tooting excavat'an shall be 3.19 Concrete placed in cold weather shall be in compliance 1 306 inspected to insure that satisfactory sail exists below the base at the footing. Do not concrete on frozen sub-grade Pie �gF grades �9 ades cant 22 5tructral design 6 based upon a net allowable soil pressure of 1500 pst fa square and frozen materials. rectonqula footings and 1,500 psf for continuous strip footings. field verification is required. 320 All exposed concrete foundation walls shall be stone rubbed and cement applied. 2.3 AN fooling excavations shall be tree horn loose a soft sans, water, ice, and other mwYabe materials before foundation placement can continue. 3.21 5kb finishes: (provide extent in submittal for approvaD 2.4 The floor slob shall be supported on a 4 inch of property compacted granular fill. Interior: Machine troweled Exterior: Light broom finish 25 Frost depth 6 36 inches below grade. SEE NOfB FOR SLAB RBNFORCB7EHj CONCRETE: U9' `.yid OUT JOINT 114 DEPTH OF SLAB. (Cllr 24 HOURS AFTER POUR) 3.1 The extent of the concrete work is shown on the drawings. 32 5ubmiitals are required fa reinforcement, concrete mixes, txtmixhres, rung compounds and any other item as requested by the Engineer. 33 Concrete testing shall be performed per ACI and 585 requirements A) A minimum of one sample a day with no less thm 5 sarples for ° Even cars at concrete. CONTROL JOINT CJ) 8) A minnkuun of one sample per 150 citric pads. (TYP. - C) A minim m of one sample for each 5,000 square feet of slab or wall. SEE NOTES FOR SLAB 1/Y DIA r 24' D) It less than 50 cubic yards of a given class of concrete is needed, the REINFORCEI'ENT AT 24' O.C. DONEL need for strength tests may be waived with the approval of the engineer. (FJ'BEO. 0 1Nro E(ISTING) 3.4 Materials shall comply with ACI latest edition. Portland cement shall be per A5TM C 150, Ex STING SLAB Type I with normal weight aggregate per A5TM C33. A 5% (s15) air entraining agent shall be used in all exterior concrete. This agent shal be per A5TM C 260. + p ', p -'p p ; t o i r ; r'r 3.5 Compressive strength of concrete (28 day strength) as follows Footings 3,000 psi Grade Walls 3,000 psi Slab an 6mde: 4,000 psi (TTP. CONSTRUCTION JOINT) 3.6 Proportion al mix designs to have a maximum sump of 4 nags FLOOR JOINTS SHALL BE SPACED AS SHOWN ON unless specifically approved by the engineer. PLAN AND WHERE P0551BLE FLOOR JOINTS SHALL BE LOCATED ALONG COL" LINES. 33 The maximum water /cement ratio shall be limited to 050. CONSTRUCTION JOINT LOCATIONS MUST 3-8 Reinforcement sieel&ode 50 Fy - 60,000 psi min. (A5TM A 615) BE APPROVED BY THE ENGINEER 3.9 Anchor bolts shall be either A307 or A36 material and shall have a TYPICAL JOINT DETAILS miimurn embement of 12' into the concrete with a 3' hook. All threads shall be cut and not rolled. All anchor bolts must be cleaned of al, rust and other deleterious coatings prior to placement. Set all embedmi by means of a template where possible. 3.10 Detailing All reinforcing shill be detailed, bolstered and supported with ACI Standards #315, i4aual of Standard Practice for Detailing Reinforcing Concrete 5tructui No lop spices shot be used in vertical pier steel. 3.11 Cuing and Sealing compound shal be as approved by the Engineer. 3.12 Lap splices shill be in accordance with the following table, unless � noted otherwise. Where classes are rat called out on the drawings, use class V spices. Tension Splices (Inches) Compression Spices 8a Tap Bas Other Bas (Inches) Size 'A' W 'A' "8' #3 16 21 12 16 12 #4 21 28 16 21 15 115 27 35 21 27 19 116 35 46 27 35 23 #7 48 62 37 48 26 #8 63 82 48 63 30 #9 80 104 61 80 34 #10 101 131 78 101 38 # I I 125 162 % 125 42 Compression dowel embedment. 22 bar diameters. Lap welded fdxc am spacing of cross uses plus 2 inches. 3.13 Provide diagonal reinforcement steel at re -entrant comers. VARIES SEE PLAN 5EE SITE PLAN FOR A36 ANC-NOR BOLT SLAB INFORMATION W/ 12' EMBEDMENT e 4' -0' O.C. t SECTION S12 SCALE: 314' = 1'4' 4' CONC. SLAB '46' _ -7l• 1fi A36 ANCHOR BOLT a5 BAR CONE. 4 it 0 5 BAR T4B CONTINJ011r 94 BAR5 a 24' OL. e W -0' OL. (2) • 5 BARS coNn"im --Mc- 1115 BARS a 48' OL. i ea�• t SECTION S12 SCALE: 314' = 1'4' 4 SECTION S12 SCALE: 3/4' = 1'-0' 15 BAR5 a 8' EA SECTION S12 SCALE: 314' = 1'-0' — 4' CONIC. SLAB " -=5 BAR CONT. 05 BAR T48 CONT. 94 5AR5 a 12' O.G. n' GLR TYP (2) a 5 BAR5 v GONTINIae m 05 BARS a 48' O.C. 2 SECTION `ii SCALE: 3/4' - 1'-0' A36 ANCHOR BOLT 3•BEDM V4T ' OL. V CONIC. SLAB 5 SECTION S12 SCALE: 3/4' = 1'-0' 8 SECTION S12 SCALE: 3/4' = 1'-0' BAR5 T4B iron 5 e 48' OL. 3ARS 0)5 5 a 45" O.C. 05 BAR5 a8'EA A56 ANCHOR BOLT •4 X 6' -0' BAR a 24' O.C. W/ 12' !EMBEDMENT - - �e4' EMB-0'OL. 1-- 4' GONG. SLAB " W • 5 BARS " CONTINIOL6 LPROVIDE CORNER BARS INTO PERPBmIGIlLM FoonN55). 3 SECTION S12 V SCALE: 3/4' = 1'0 e SECTION S12 SCALE: 3/4' = 1'-0' K I L ARCHITECTURE P L A N N I N 1126 LINCOLNWAY EAST SOUTH BEND, IN 4 8 8 0 1 GREGORY A. IUL NCARB AIA ARCHITECT 574.288.2854 F A X . 2 8 9 . 2 4 2 0 WwW.Idwl+ddbm:im.Cm 01OR BOLT f ]BEDMENT A O.G. GONG. SLAB - & ASSOCLITES, LNC. ssk n.,.n n.ra. axr . r,rk k -r, W.n•. b •Wa5 1Ma11963d13 BARS T48 Ua)5 5 e 48' OL. 5AR5 as 5 a 48' OL. "ww ,t ti rL�l telerry�si o �FV H9 O5 S #870332 a r�. STATE OF gv wnwlN 01 "fill %I THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL INDIANA 4 B 0 3 2 H tMCONBIRIJC'110NAND MOWN PARII MM Pi! v" CI -40th FOUNDATION DETAILS AND NOTES DATE: DEC. 30,2008 REVISED: S102 'C, COPYRIGHT 2008 KIL ARCHITECTURE / PLANNING A36 ANCHOR BOLT W/ 12' @1EEDM ENT e W -0' OL. 100' -0' 4' CONIC. SLAB :OW5BAR CONT. R T45 1cU5 W BARS a 24' OL. Q (2) M 5 BARS to , CONTINJGU 1 • I • 5 BARS • 48' OL, 4 SECTION S12 SCALE: 3/4' = 1'-0' 15 BAR5 a 8' EA SECTION S12 SCALE: 314' = 1'-0' — 4' CONIC. SLAB " -=5 BAR CONT. 05 BAR T48 CONT. 94 5AR5 a 12' O.G. n' GLR TYP (2) a 5 BAR5 v GONTINIae m 05 BARS a 48' O.C. 2 SECTION `ii SCALE: 3/4' - 1'-0' A36 ANCHOR BOLT 3•BEDM V4T ' OL. V CONIC. SLAB 5 SECTION S12 SCALE: 3/4' = 1'-0' 8 SECTION S12 SCALE: 3/4' = 1'-0' BAR5 T4B iron 5 e 48' OL. 3ARS 0)5 5 a 45" O.C. 05 BAR5 a8'EA A56 ANCHOR BOLT •4 X 6' -0' BAR a 24' O.C. W/ 12' !EMBEDMENT - - �e4' EMB-0'OL. 1-- 4' GONG. SLAB " W • 5 BARS " CONTINIOL6 LPROVIDE CORNER BARS INTO PERPBmIGIlLM FoonN55). 3 SECTION S12 V SCALE: 3/4' = 1'0 e SECTION S12 SCALE: 3/4' = 1'-0' K I L ARCHITECTURE P L A N N I N 1126 LINCOLNWAY EAST SOUTH BEND, IN 4 8 8 0 1 GREGORY A. IUL NCARB AIA ARCHITECT 574.288.2854 F A X . 2 8 9 . 2 4 2 0 WwW.Idwl+ddbm:im.Cm 01OR BOLT f ]BEDMENT A O.G. GONG. SLAB - & ASSOCLITES, LNC. ssk n.,.n n.ra. axr . r,rk k -r, W.n•. b •Wa5 1Ma11963d13 BARS T48 Ua)5 5 e 48' OL. 5AR5 as 5 a 48' OL. "ww ,t ti rL�l telerry�si o �FV H9 O5 S #870332 a r�. STATE OF gv wnwlN 01 "fill %I THE COTTAGES IN CARMEL 531 S. GUILFORD RD. CARMEL INDIANA 4 B 0 3 2 H tMCONBIRIJC'110NAND MOWN PARII MM Pi! v" CI -40th FOUNDATION DETAILS AND NOTES DATE: DEC. 30,2008 REVISED: S102 'C, COPYRIGHT 2008 KIL ARCHITECTURE / PLANNING