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HomeMy WebLinkAbout04100016 Resubmittal Info0 0 i a. 0 U V) v a=' r c� CONTRACT NOTES: ADDITIONS AND ALTERATIONS TO i. THE GENERAL CONTRACTOR SHALL FILE ALL GRAWitrii_sS REQUIRED TO 5i -'--;URE ALL NECESSARY BUILD'' -,G '✓'ER-IITS AS REQU,REZ� �'• iOGAR L ODINANCE5 TO PERFOM"! THIS WORK. 5uBGONTRACTORxS WILL BE RESPONSIBLE FOR OBTAININCs THEIR OWN LOC.'- '='ERMITS. 2 THE DRAWING'S ARE NOT TO BE SCALED WITHOUT THE APFW.0VAL OF THE ARCHITECT, THE G.C.SPALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO CGIMMENCING WORK AND SHALL REPORT TO THE ARCHITECT ANY DISCNfPANCIES OR OMISSIONS WH!CN WOULD INTERFERE WITH SATISFACTORY C XIMLETIO14 OF TWE WOWZI 15UILT-IN CABINETS, TOPS 4 EQUIPMENT SIZES SHOULD BE FIELD VEIRIF D 4 CONFIRMED. 3. THE USE OF THE WORDS 'PROVIDE' OR 'PROVIDEI',O' IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO 'SEAN, UNLESS OTHERWISE NOTED,THAT SM:#CH SHALL IMe FURNISHED AND INSTALLF::� ti- ONNECTED 1IWEfQP SO WC.IUi4 D. 4. UPON COMPLETION OF FRO,ECT, OBTAIN ALL FINAL INSPECTIONS AS iWOU94W !SY LOCAL JURISDICTIONS A\C =,Rti SH OWNER WITH EVIDENCE. OF ALL SUCH INSPECTIONS AND CERTIFICATE'S OF OCCUPANCY. 5. THE GENERAL CONTRACTOR SHALL MAINTAIN A CAAWRENT AND C4MPL9TE 5E- CON5TIRIJCTiON ORAW]W-16 ON THE SITE DUfQING ALL PH4.80 OF CONSTRUCT!ON FOR USE OF ALL TSS. (o. ALL LABOR, CONSTRUCTION----ERIALS, PROVIDED ANC \5T4• -_ED TO CO MPLEIS THE WORK IN TWESE DOG'; ^N'S .HALL BE EXECUTED IN COMM-ETE COMPLIANCE WITH ALL LOCA, -a--OTE CODES, PRACTICES OR CROP ANCLS WITWIN, *HE CONSTRAINTS OF THE F- G.IEST ACCEPTABLE CONSTmicTION—RACTICEB. PRIOR TO BEGINNING ANY U) ORS,, THE GC. SHALL FURNISH A L!5' ALL SUBCONTRACTORS, INCLUDNNG ADDRESSES, TELEF44ONE MJ'115ER5 TRADE AND A CON6TRUCTION SCH UL - SHOWNG THE C4*b0NOLOGtCAL PHASES OF THE WORW., THIS SCHEDULE SHALL INDICATED ALL OVVEM WX LEAD TIMES, LENGTt4 OF TIME OF EACH PHASE, ITS START AND COMPLETION, AND PROJECTED COMPLETION DATE 8. THE G,C. &H,4L4.. PROVIDE SUPERVISION AND COORDINATION OF ALL %)w' WORK INCLUDING ALL WORK PERFORMED BY OTHER INCLUDING SUPPLIERS OF OWNER SUPPLIED ITEMS 9, THE G.C. SWALL PROVIDE DAILY CLEANUP OF ALL CONSTRUCTION DEBRIS AND DIRT, FINAL CLEANIWz PER MANUFACTURER'S INSTPWCTION6 OF ALL FINISH SURFACES, AND WILL — K E EVERY P055115LE EFF -OW TO CONTROL DUST ON ADJACENT PRO=FRTIES 10, UPON COMPLETION OF PROJECT, PROVIDE O UINER WITH ALL INSTIR CTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FOR OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONT'RACTOWSS WORK. 11. THE G.0 SHALL PROVIDE ALL NECESSARY PROTECTION 4 SECURITY MEANS FOR HIS WORK UNT'- TURNED OVER TO THE OWNER. 5'!' �NE57NU7 C--11�CLE C4Rt-'IEL, INi�i4N4 GENERAL CONSTRUCTION NOTES: SE DONE !N ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE A9 AD00"D 4 AMENDED BY THE STATE OF INDIANA 4 CURRENT EDITIONS OF THE STATE ADOPTED MECHANICAL, ELECTRICAL CODES 4 LOCAL ORDINANCES. Z. 0IMEN5I0NS A014E FROM FACE TO FACE OF STUDS ON INTERIOR WALLS, AND TO OUTSIDE OF SHEAF ON EXTERIOR WALLS. (OUTSIDE OF MASONRY ON EXTERIOR MASONRY WALLS). 3. �R i 1DE `REAtED WOOD FOR ALL PLATES AND ti4,-]ER IN CONTACT WITH CONCRETE -R E "RT44, SET ALL PLATE=S ON SILL SEALER. 4. PRCNIDE 1/2' CEMENT BD, UNDER ALL CERAMIC T -E N574LLED ON WOOD FRAMED FLOORS AND 1/2' ANT BD. BEHIND CERAMIC TILE AND 50L,D 5URFACE FACED WALLS. S. P"VVOR WATER RESISTANT GYPSUI`9 SD- IN ALL ARE AS SUBJECT TO MOISTURE. 6. A" GYP'SUM"I 90. 15 TO BE SECURED WITH °CREWED r-{&jgNER_0 (TYPICALLY). (MATCH EXISTING GEiL1NC� 't'lEXTUIlES-1 ALL CLOOM ARE TO BE 1'=IN83HED WITH FLOOR FIN )5+�E5 IDENTICAL TO THE ROOM ADJAC?=NT, UN _E55 O'4EM1ISE Nf:TED. 0. T PREFERRED PAINT t 1ANUFACTURER5 ARF 1-1"B 5�4FRWN WII11A105 AND DEVOE. OTHER PR P060b MANUFACTURERS SHALL BE APPRO'✓ED E", "-4E O'LLNER PR'OR TO CONTRACT. II IVRIQR "AKWs; ALL Bc4f<^ i5 TO RE—E/E A MINIMUM OF PRI—ER,COAT AND -",O = � 34 COATS Or FLAT FIN15" ;_ATEX pA; JER!OR TRIM 16 TO BE PAINTED W/ ONE GOAT OF A IRII'^gR AND 2 COATS OF SF1-1 -(5-056 " PAINT. NEW INTERIOR 000AIW`O)ILL i* STAT D 4 Vc'wRNISHE-- TO MH'C«-• FxISTIN& Lt�+� J!AWING: NELU EXTERIOR TRIM IS TO RECEIVE A TINTED PRIME COAT AND rAJO 00AIS dF EXTERIOR ACRYLIC LATEX PAINT -(MATCH EXISTIW-% SHEEN). 9. lb OVtOE NEW 3-1/2' UN -FACED ACOUSTICAL INSULATION IN INTERIOR PERIMETER WALLS OF TH* Nft OR F%.LY RENOVATED ROOM'S. PROVIDE FACED INSULATION OR ADDITIONAL 4 MIL VAPOR MSAROMR AT EXTERIOR WALLS, 10. NEW INTERIOR DOORS ARE TO BE SOLD WOOD DOORS TO MATCH EXISTING. I1. DOOR HARDWARE SHA_.L I"!47CH THE EXISTING HARDWARE OF OTHER DOORS IN THE SAME AfWA. S. 11 CCOR�,'N.ATt 4 SCHEDULE LORD WJ THE O1INERS SECURITY, IRRIGATION 4 AUDIO ALARM CC'N"RaC'^RS (IF APPLICABLE). 13. GRAIN MOULD, BASE 4 OTW;-Fd INTERIOR TRIM IN ROOMS WITi-. PAINTED TRIM (SEE ROOM FINISH SCHEDULE) CAN BE OF F!NCsER JOINTED POPLAR ;=,AiNTAI LE GRADE. 1 � 1J°i°b -rte I l _ur 4 �o Qj r`a o ^i / ` r P4, ►�T. �iL�NG6 MILIZZASA-Z' PRO TY ADORESSe 5111 Chestnut GrciPGSrmei. IN 46033 PROPlO1TY_D63C�TlKW Lot X21 in 13RIARWOOD ds record�:d rm page 73 _ -- - of Plat fiook 5 m t#Ie Office of the Recorder- of the Re.( -o; der of !lamllton Cowty. Indian t� otrN- ��� r; ARCS 1 TECH': H44CA A4d44d4-- Mack Architects, P.C. 5920 North Keystone Avenue In,dionopolis, Indiana 46220 Phone: (317) 251-2468 Fax: (317) 251-2469 EMAIL: mackarchitects®aol.com GENERAL CONTRACTOR KAIL 4 ASSOCIATES, LL-C- 1131340 L.G19940 JAMES ROAD NOBLESVILLE, INDIANA 460(oO F'�4ONE: (311) 710-7115 AX: (317) -1 1(o-101ro twI*m(.- M*PO*A,r L IgX (DA44+" ) 6�4EET INDEX :.�. ET F -' -- 7 I ON FLAN Cv - ;- < ,' FLOOR FLAN -.-=CONE)FLCOR 1`'LAN -- EXTERIOR ELEVATIONS 4-4 EX-ERIOR ELEVATIONS ExrE@IOR ELEVATIONS O " c0 N I In N t- r - f� Z O N 0 LD1, E O W U D C O • N 0 0 d cfl cn N N U C U o i a-0C�� cn �'DN U Y c U .O U 0 O CL Q Z 0 .. C7 o c E > 0 0 ON ►`ri w O " Z t- r - Z U Ln O wo W� It > N r w (L O V) z 0 W W Q C] Z e= Z 0 I-- 0 d U C 2 U U a H W r Q U Z F- 0 Z Z — V) w w = :2 U CC Q Ln rs W " io Z Qa O W� > N r w N T-1 SHEET NO. a O 8 ti9< 010 / / / o X10 ALIGN NEW FLOOR W/ EXISTING FLOOR - T TREATED (2) 2X4 PLATE W/ t 3/4' PLYWOOF FILL ON EXISTING SLAB GENERAL FOUNDATION NOTES. ;;)Z -o /E ALS rOP SOIL TO r" IINIr1UM DEPTH OF SIX INCHE5 IN AREAS TO BE OCCUPIED B-' PAVING, CONCRETE, BUILDING OR OTHER STRUCTURES STORE TOP SOIL TNA* �5 REQUIRED FOR FUTURE 116E ON SITE, !F APPLICABLE, REMOVE AL- EXCESS AND DEBRIS FROT"' 517E v.T END OF PROJECT. d. EXCA'/A?E 517E A5 REQUIRED TO FINISH GRAPE WI T i4 4, SUITABLE ALLOWANCE FOR TOPSOIL AND /OR F'A VING. FILL AREAS WHERE GRADE RAISE IS REQUIRED WITI-; EXCAvATED OR IMPORTED EARTI-i, EARTW USED FOR G'LL 5H.4LL BE FREE FROM ORGANIC MATER AND LARGE ROCKS. PLACE FILL IN L, -:DYERS NOT TO EXCEED SIX INCHES IN L005E DEF'T�- AND COMPACT RE''^OVE ALL EXCESS EXCAVATED MATERIAL ;=ROM THE SITE. 3. DEPTHS OF FOOTINGS SHALL BE �%5 INDICATED OR TO UNDISTURBED EARTH, WHICHEVER 5 GREATER BOTTOM OF ALL EXTERIOR FOOr!NG5 SHALL BE A MINIMUM OF 2'-8" BELOW FINISH GRADE. 4. ALL CONCRE rE FOOTINGS INTERIOR 5LAB6, AND PILASTER CONCRETE SHALL BE 3,000 F'S 28 D-lYS 5. GROUT BLOCK FOUNDATION TO FIJL- DEPTH ,+T EACH ANCHOR BOLT. ANCHOR BOLTS TC BE 1/2' X 16' '@ 48" OC, (MAX.) 6. FIELD ✓ERIFY ALL DIMEN5IONS "Na NOTIFY ARCHITECT OF ANY DISCREPANCIES OR DEVIATIONS QR'OR TO START Cr- CON5TRuCTION- 2X6 BOLTED LEDGER W/ J015T HANGERS - PROVIDE 6 MIL /.B. t BATT INSULATION UNDER NEW SLAB t 4' DIA STEEL POST TYPICAL OF (4) G I At= -ski FOUNDATION PLAN PLAN NORTH 0 rn co z N U7 N O H 0 `)W z O J N X N C c; CD W E u' O N U C p N z (n W > 00 Q Q in N z Z U C p .Q% a C � -F v Q) O 0 U Y C^ � to r- p L- Q U O O� ti.. a 0 .Y O C E N.9 O ��U :L5Ln c CL W 0 W z Z W O H 0 `)W z J C U u' LLJO J J z Q 0 O z (n W — J W W C) = U S` z Z �- Q U Or F-- Q Lo (.,J 0 Q 0 uj m CL Z O LL W U F- 1 SHEET NO. I W z Qv W O 0 `)W z J C U Q Q LLJO J J z Q 0 O z (n W — J W Z Q = U S` z Z �- Q U Or F-- Q Lo (.,J 0 Q /J/ vI uj (Al Z O LL W U F- 1 SHEET NO. I Qv Z 0 1W1 (.,J /J/ vI (Al Z O LL W U F- 1 SHEET NO. I NEu,EXISTING RENOVATED LAUNDRY RM. NELL; 5E"" -i ABC, /E EX15"NG -0 BE RF"OVEC NEW --' CO-NCRETE A I > 4.:r%N Li) EX157ING Ll NEW eTEE- FXI&TING (S;A:OR-�CE RENOVATED 70 BE RF-IOVEC 3 -GAR CzARAC�E TO 5L45 LEVF: F NFLC Ex ,4EIG�'r u EX:5-%,,� NEW 3-C:,4fR GARAGE (©A&-4ED EX"OeEr' GYQ E3:D— — — — — — — — — — BE -- r - — — — — — — — — — — — - C71C- C, LLI Ex 51 -0-FN,, NCz Tc �ATCW NES. Ex!5- NG SAF--'kSE RE&IZ^ENCF- N 0 © FLAN NORTH FIfR6T FLOOR PLAN L) 5GALE, 1/4' = 1'-0' U 0 Ir a. W cD CJz W LC) (N r - V)LLJ z 0 w -j U O LJ N Z < C) < CN 0, E z C)(f) z < 0 F- Lli Q) V) Z :3 C: • Q) 0 a 0 > 00 < cD vi C) u a) CL C) C: I T-- : tf C- �,W LnU v; -0 N C C: a --Y Q) 0 x 0 CL < z 0 c 4 0 U-) C: 0- w U 0 Ir a. W W Z 0 CJz W 0) V)LLJ z 0 w -j U LJ Z < C) < D z z C)(f) z < 0 F- Lli Li V) Z C) 0 aLn C) 0< �,W x I�m W Z 0 > W A-1 SHEET NO. ie. I ;' R SECOND FLOOR FLAN, SCALE: 1/4' = V -O' 7 - PLAN NORTH }_.. •. 0 O� tL? d - Z N i L N s-� e..s U u' N X N p CD E O O U c C U0 �Q cn U aN ��cV.- C- 'O N 0 U Y C �[ U E Q Z 0 - a. -Y O p0 C CN 00) 0.1-- 1 :2 U-) c ri w •. 0 Z U u' Wo w a. ►'l�I w J U Q Z Q Z Z W W r U U A'2 SHEET NO. J NEW r-IBFRGLAS5 5HINGLE6 ON �a« ;;;->00;: Ft_ E -T TO r11,�TG;- EXISTING PTD. Ix 545 CEDAR FA5G!4 (MATCH EXISTING) NEW D0561ER5 TO MATCH EXIS NEW SIDING ON TYVEK TO "E i NEW5EGON : F -COR Ei=v m 10'e'-ro -1F NEW GUTTER, DOWNSPOUT <- 5PL E3Rlr- ROWLOCK -' I I � C RIGo,,/ENEER' EXTERiC,R TO "ATCH EXISTING NEW GARAGE S, -AB ELEV _ NEW SECOND NEW G.-R,,�E 2 Y Ci NEW 130-0 0.� + DOOR !"E. NEW 90-10 0.�. DOOR 'MF.. I NEW 90-10 O.N. DOOR NEW GARAGE 4DD!TlON � EAST ELEVATION SCALE: 1/4' = V -ID' EXISTING GARAGE a EXTERIOR WINDOW AND DOOR NOTES: (APPLIES TO ALL SHEETS) I. CATALOG NUMBERS SI-4OWN REFER TO CLAD WOOD CASEMENT WINDOWS t DOORS B1'" POZZI EQUIVALENT PRODUCTS BY PELLA, WEATHERSHIELD t "ARVIN ARE ACCEPTABLE - VERIFY APPROVAL OF OTHER BRANDS WITI4 ARCHITECT. vERF"+' OPENING SIZE IN FIELD - 2 WINDOWS ARE TO HAVE THE FOLLOWING OPTIONS: A) FULL SURROUND REMOVABLE WOOD PRIMED GRIDS 45 SHOWN, B) PRIMED INTERIOR WOOD WITH WHITE HARDWARE < SCREEN FRAMES. G) LOW 'E' ARGON FILLED INSUL-GLASS. 3. FULL -GLASS 5LIDING DOORS 5HALL HAVE A NATURAL INTERIOR W/ LOW E ARGON FILLED INSUL-GLAS5, WEATHER STRIP, THRESHOLD, BRASS HARDWARE (EXCEPT LOGKSET) AND FULL SURROUND REMOVABLE WOOD PRIMED GRIDS 45 SHOWN. EXTERIOR TO BE GLAD. i �Ew !saR.4GE aC ' ON EXISTING G4,R46F � EAST ELEVATION (ANGLED VIEW). 4-3,T SCALE: 1/4' = 1'-0' F -P - U Ln W 0 O Ir a O U) Z 0 W —j d D z d Z 0 F-- 0 0 W U Z W WW J X d U Z d Z mi z Q — W W U � m *- U Q L0 U W F- W H rn •• � Q0 N lt7 � N O 0 � u 0 N X N 0 t° E ¢ O U U C O • ' > 00 U C d 0 ON C +� >, N s V O U Y -Y Q) tf c r U) �- U O � U 0 O Z O� 12 d .x0 0 0��� E °rn�� G t.f) C a- W F -P - U Ln W 0 O Ir a O U) Z 0 W —j d D z d Z 0 F-- 0 0 W U Z W WW J X d U Z d Z mi z Q — W W U � m *- U Q L0 U W F- W H •• � � O 0 � W cV ' U! W N � A-3 SHEET NO. i 51-op1NG BIR ;< WE&T ELEVATION. SCALE: 1/4' = "-m' NEW 81011ti1C"s C '-r-VEK TO M.1 iVFtW C�A}�ACs�Lz ADI (TION SOUTH E SCALE, 1/4' - 1'-0' EX167ING GARAGE TION LU NEW GrL�7rEf; (a) 07 z SPL 45 45-:,' wi CU U) z Lu� 0 CN M ol z < z • CN • C) GALV. AW&L < WALL FLAS, ui O low 4- iVFtW C�A}�ACs�Lz ADI (TION SOUTH E SCALE, 1/4' - 1'-0' EX167ING GARAGE TION I -M LU (a) 07 z wi CU U) z Lu� 0 CN M ol z < z • CN • C) < ui O low 0 Q) C: • Q) > 00 @ < t0 cn C%4 0 o C: 0 — Ln o W Q) -C 0 4� 0 Z < 0 2C: 00)"Do -j- I � to C: ci- ui I -M m W LU (a) z wi U) z Lu� 0 LJ M ol z < z • 0 • C) < ui low m W Z 0 W z 0 LL W 0 A-4 SHEET NO. 0"R MET:_,-; DRIP EDGE NEu, nU7-7f-- ;,'2' PL' WOOD DECKING 2x10 RaPTERS � 4' O.C. �'RCViDE CCL-L"FR TIES O.C, '45 FZEa,c)) I-,Ew Fl,INTEajG;'X-' SOT= IT W: 2" --01IJ cD ST;lr Z Z -C-< 5R SOLDIER R6E 4 LJEEPe 45- 2 -01 O.C. re) NC 0" DOORS JCOa BRICK 0 C-4 CN Ko r -I In: R: 7 7 BR CK BEY ONL 1/2' LJE47'NEfR N07G- 7JI CELING J0157 SP4N s -4" OC R:3E 54-7 INSUL"'ION 2>e4 6-L�DS tv -A' wl i,-," 05B 5�E4r.41NG, 140j5E LJR-AF- A D G"' R6JM BD. NEW r2) 2)<12 �E41)ER Li)/ 1 2' P 1 L - (G -U E A N 4 i L- ) NFLJ GARAGE DOOR 4 TRACK 4' CONCRETE SLAB UJ.' 6x(o-10110 4' CO"F=4CTED 5fZ4NULZ0R EX;-':l-'N&0N J7 - 5E AL4NT 2' R!Cz;D EXTRUDED PERIMETER N5UL4-rION «�LL �EI&-47) POURED CONCRETE SGOT NG w 04 E3—,FRe 50 � WALL SECTION 5GALE: 3/4' - 1�-O' 0 cD Z Z re) 0 C-4 CN 0 CD LL - It Q) W! > 00 cD 0 U) C >-, Cq vi 0 C) C: > L — rO 0 0 Z 0 0 -Y 0 C) C: (N16 0 Q7 Ln C 0 Z Z 0 0 W! > 0 Li ix CL w Z 0 W! > Li U) z 0 0 LL 0 A-5 SHEET NO.