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HomeMy WebLinkAbout05050211 Building PlansCOMPACTED - CONCRETE STOOP ALUMINUM PER DETAIL 03/C700 METAL (SIGN) DOME CAP FACE OF BUILDING TOOLED JOINT GREEN - ILLUMINATING 4'- 1 " PPLIED ANTI 12" TAPE (LETTERS) TYP. 1/2" DEPTH SEALANT ON 1' -0" SPALLING COMPOUND BLUE - ILLUMINATING �1/2" JOINT MATERIAL 1" RADIUS TAPE (SYMBOL BLOCK) II io SLOPE PER PLAN " II 1 RETURN ALUMINUM SIGN . - s'- HEIGHT VARIES (VAN ACCESSIBLE) t�i PAIRKNG • 12' -2 3/8" O.D. 2L6. 4" GALVANIZED PIPE POST o 1 _ Oo PROVIDE 1" SLOPE AT I iv �l 1I 11 1l I l �y 1 -III li TOP OF FOOTING IF TE ( #53) NOT IN CONC. WALK - - _ -I -WHITE - ILLUMINATING DEPTH SEALANT TAP (BACKGROUND) 4 REBAR ® 12" O.C. " 1 ON 1 /2" THK. EXP. = to # _ III JOINT MATERIAL -GREEN - ILLUMINATING I EACH WAY 1111111 .•.'� - TAPE (ARROW) 12 "0 X 3' -6" CONC. II II VMMMI co FOOTING. RECESS 111_ FOOTING BELOW ELEV. -III - 1 CONC. WALK 4" LI lI I1 1 LI 1 1 GREEN - ILLUMINATING TAPE (BORDER) TYP. ENTRANCE STEP DETAIL 22 HANDICAP PARKING SIGN 18 NTS C700 NTS C700 6" I.D. STANDARD WEIGHT STEEL PIPE FILLED W/ CONIC. .. :. :.yD "D:: .: :::-:-:.:•:•:•:.:-:-:.:. & PAINTED W/ 2 COATS ALIPHATIC POLYURETHANE :::: : ::::: o COATING, (COLOR TO BE :.:::: ::.:: :.. : .............. SELECTED BY ARCHITECT). ": ::::: :. .....:. . :...:.:.:.:.:.:.:.:.:.:.:.:.:.: �-1" WASH aq ...............OTE:''ALL STRIPES TO n r.': d !. •. ij.it IL ITC ll 01 1 1 C COMPACTED AGGREGATE / COMPACTED SUBGRADE PAVER AND CONCRETE WALK SECTION NITS CENTERLINE OF LIGHT POLE APPLIED ANTI SPALLING COMPOUND, COORDINATE RECEPTACLE LOCATION I W /TREE GRATE ACCESS COVER SEE DRAWING E101 GRATE ACCESS PORT STRUCTURAL SOIL PLANT [MIX CONTINI, OUS PER PLAN PAVER TO CONCRETE TRANSITION TREE PIT. GRATE AND PAVER DETAILS a `> > �i6, NOTE: ARROW TO BE PAI TED SOLID WHITE (TYP. PAINTED ARROW DETAIL 20 NTS C700 1/2" DEPTH JOINT SEALANT ON 1/2" THK. EXPANSION JOINT MATERIAL 6" TOOLED CONTROL JOINT EXISTING CURB & a PAVEMENT UNLESS c a SHOWN OTHERWISE a -� 4 00, a I I II I II II �I I� I II it � I a a = 3" PVC CONDUIT PER PLAN 4 VJ a 1 T I I E I�II�I�I I I T II II 11= ICI a till 1 _ a a a �� CONCRETE LIGHT POLE BASE SEE ELECTRICAL PLANS TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 4" BASE COURSE ( #5 INDOT) 4" STONE BASE ( #53 INDOT) 4" STONE BASE ( #2 INDOT) COMPACTED & WELL DRAINED SUBSOIL R/W ASPHALT PAVING 12 NTS C700 TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL STANDARD ASPHALT PAVING 13 NITS C700 T' CK COAT 1" SURFACE COURSE ( #11 INDOT) 3" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL HEAVY DUTY ASPHALT PAVING 14 NTS C700 io 1 �I 1 •. .. TOOLED CONT. JTS. .............. . APPLIED ANTI - 00 III --'_CCC •••• ' .......... ....... :: �2.:i.i:'........... ...: ::: :::::: : .:.:.:.: . :::.:. . 6" i 1-1/8" DEPTH . - .. .......: 1" DEPTH II a .� CONC. • . • . FOOTING ...... :.:.4''.: TYP. .3v.:.:.: SLOPE I I in I I- �I 1 =1 A'•; ,..... :. . 6' X 6' BOX W/ :.:.�1::::: :: :::.:. BACK GROUND STOOP LEVEL W/ cO �II1 =1I .. 4" CONC. SLAB COLOR BLUE FACE & TOP OF CURB III�II- =1 I 1� 1I� 11= I� I; ... .... .. 12" 30" I ' X111- SLOPE PER PLAN 09 STEEL BARRIER POST 23 PAINTED HANDICAP SYMBOL 19 ADA COMPLIANT NTS U NTS I FACE OF BUILDING OR CONCRETE DETECTABLE WARNING EXPANSION JTS. SPACING FOR C06PI 1/2" DEPTH JOINT SEALANT ON PAVER TYPE A SURFACE 1/2- PREFORMED 1/2- THK. EXPANSION JOINT MATERIAL MAY VARY. THE DIMENSIONS TOOLED CONTROL JOINT 8' -0" 6" . :;: 8" 3' -0" MIN. VARIES PER PLAN I C,I z Y6" WEEPHOLES 0 EXISTING CURB & PAVEMENT UNLESS 4' -0" 16" O.C. TYP. SHOWN OTHERWISE DOWN SLAB ALL 3 SIDES 5' -0" SLOPE DOWN C04'. •. SUBSOIL CONCRETE STOOP ,. ,. 1:10 �. 7 o COMPACTED SUBGRADE REINFORCED CONCRETE o COMPACTED AGGREGATE / COMPACTED SUBGRADE PAVER AND CONCRETE WALK SECTION NITS CENTERLINE OF LIGHT POLE APPLIED ANTI SPALLING COMPOUND, COORDINATE RECEPTACLE LOCATION I W /TREE GRATE ACCESS COVER SEE DRAWING E101 GRATE ACCESS PORT STRUCTURAL SOIL PLANT [MIX CONTINI, OUS PER PLAN PAVER TO CONCRETE TRANSITION TREE PIT. GRATE AND PAVER DETAILS a `> > �i6, NOTE: ARROW TO BE PAI TED SOLID WHITE (TYP. PAINTED ARROW DETAIL 20 NTS C700 1/2" DEPTH JOINT SEALANT ON 1/2" THK. EXPANSION JOINT MATERIAL 6" TOOLED CONTROL JOINT EXISTING CURB & a PAVEMENT UNLESS c a SHOWN OTHERWISE a -� 4 00, a I I II I II II �I I� I II it � I a a = 3" PVC CONDUIT PER PLAN 4 VJ a 1 T I I E I�II�I�I I I T II II 11= ICI a till 1 _ a a a �� CONCRETE LIGHT POLE BASE SEE ELECTRICAL PLANS TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 4" BASE COURSE ( #5 INDOT) 4" STONE BASE ( #53 INDOT) 4" STONE BASE ( #2 INDOT) COMPACTED & WELL DRAINED SUBSOIL R/W ASPHALT PAVING 12 NTS C700 TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL STANDARD ASPHALT PAVING 13 NITS C700 T' CK COAT 1" SURFACE COURSE ( #11 INDOT) 3" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL HEAVY DUTY ASPHALT PAVING 14 NTS C700 4" CONIC. SLAB 1/2" PREFORMED W /FIBROUS REINFORCING EXP. JOINT ADA COMPLIANT DETECTABLE WARNING F' —(1 MAX. QIIRFACF NOTE: ' RAMP LENGTHS INDICATED ARE AS REQUIRED as - FOR 6" HEIGHT CURBS. DECREASE LENGTHS FOR LESSER CURB HEIGHTS TO PROVIDE - MAXIMUM SURFACE SLOPES INDICATED. I 6" HANDICAP RAMP DETAIL o7 NTS C700 SELF LEVELING SEALANT 1/2" PREFORMED EXPANSION JT. CONC. PVMT. _e:° EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL 08 NTS C700 HOT ASPHALT SURFACE ( #12 INDOT) 2' VARIES 2' SAWCUT TOOLED CONTROL JTS. 4" FIBROUS REINFORCED CONCRETE 1 /8" WIDE, MIN. 1" PAVEMENT W /BROOM FINISH & • TACK AT DEEPTH CONTROL JTS. 0 10' -0" O.C. MAX. APPLIED ANTI SPALLING & EXP. JTS. 0 40' -0" O.C. MAX. EX'TG ASPHALT COMPOUND SEE DETAIL OS PAVEMENT • C700 o ASPHALT NOTE: CONTROL JTS. & • ism'•. s EXPANSION JTS. SPACING PRIME COAT �:'�: h ' ' r =` MAY VARY. THE DIMENSIONS F•1, ,... {ti tie a•., 4 COMPACTED '`•*`� COMPACTED GRANULAR BACKFILL _ - _ _ _ ABOVE ARE MAXIMUM. SEE #53 STONE s'+= .�'., ,.ts. -1I -1 I1 =1- 111 =1I -1I 1 =1I 1 =1I 11 -I PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. F, - -1 I- III - III -I I1 1 1 1 1 1_ -11= 111 -1I 1 -1 I1= -I -1 I1= - 4" COMPACTED AGGREGATE BASE LIGHT BASE W /CONCRETE PAVEMENT 21 CUT PAVEMENT REPAIR DETAIL 15 4" CONCRETE PAVEMENT D9 C700 NTS STEEL TREE GUARD #4 BARS 0 12" O.C. 3" PEA GRAVEL TO TOP OF GRATE 2' -0" MIN. BOTH WAYS 3' -0 TE STEEL ANGLE FRAME W /ATTACHED COMPACTED 2' -8" ( ) REBAR CONCRETE ANCHOR. F I I AGGREGATE BASE EXISTING CONCRETE CURB n 2' -0" 6 - x I —I � I • I II I I I I I -III_ STRUCTURAL SOIL P �1T MIX I_I -3" PVC CONDUIT PER PLAN =111 CONTINUOUS PER PL�AN� 4" PVC RISER &TURN 7 = - - / W /PERFORATED VENT CAP _ _ � III —II' 'iI ;1111,;,' '�1 =1 I ICI �I -1TI —III FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL * (VERIFY W TREE GRATE 4" CORRUGATED PERFORATED MANUFACTURER) PLASTIC PIPE GRATE AND PIT C700 C700 NTS NTS 4" X 8" X 3 1/8" PAVERS. SEE PLAN FOR PATTERN. 1" SAND PAVER SETTING BED 1/2" DEPTH JOINT SEALANT ON 5' -0" TYP. 1/2" THK. EXPANSION JOINT MATERIAL 6" 4' -0" 6" CONCRETE SLAB W /FIBROUS SLOPE 1/4-/FOOT REINFORCING SAWCUT ' FILL W /CONCRIETE WEEPHOLES 0 16' O.0 4" MIN. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PAVER WALK @ DRIVEWAYS rl 6 NTS a_ STRUCTURAL SOIL PLANT MIX CONTINUOUS PER PLAN CONCRETE W /FIBROUS REINFORCING 4" X 8" X 2 1/4" PAVER. SEE PLAN FOR PATTERN. F1" SAND PAVER SETTING BED IF CONCRETE CURB, NEW OR EXISTING PER PLAN QI- - WEEPHOLES 0 16" O.C. PVC CONDUIT PER DRAWING E101 FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL \-4" CORRUGATED PERFORATED PLASTIC PIPE PIT WITH PAVERS NTS APPLIED ANTI - TOOLED EDGE SPALLING COMPOUND 1" R. RUBBED FINISH FIN. GRADE FACE & TOP OF CURB PVMT. d= 12" MIN. TOPSOIL 0 �- =1 i =1Tl NCRETE CURB DETAIL 62 NTS 6" FIBROUS REINFORCED CONCRETE TOOLED CONT. JTS. 05/20/05 APPLIED ANTI - 1/2" PREFORMED PAVEMENT W /BROOM FINISH 1/8" WIDE, MIN. 6" SPALLING COMPOUND 1-1/8" DEPTH CONTROL JTS. 0 12' -0 O.C. MAX. 1" DEPTH (SEE DETAIL) 1 " ASPHALT SURFACE COURSE 1/2" RADIUS ROUND SLOPE 4" CONIC. SLAB 1" R. RUBBED FINISH STOOP LEVEL W/ W/ 6X6 10110 4" CONC. SLAB APPLIED ANTI COMPOUND FACE & TOP OF CURB W W.F. W BRROOM MEET EXISTING PAVEMENT SEE DETAIL 12" FINISH SLOPE PER PLAN 09 NOTE: CONTROL JTS. & ADA COMPLIANT C700 PVMT. SEE STI, PLAN DETECTABLE WARNING EXPANSION JTS. SPACING FOR C06PI :�. • -- PROPOSED CONC. SURFACE 1/2- PREFORMED MAY VARY. THE DIMENSIONS WALK & CURB, SEE DETAIL SLOPE DOWN 1:10 6" . :;: I C,I z Y6" _ PLANS FOR ANY VARIATIONS a DOWN SLAB ALL 3 SIDES 5' -0" SLOPE DOWN C04'. •. SUBSOIL CONCRETE STOOP a o3 1:10 �. 7 o COMPACTED SUBGRADE REINFORCED CONCRETE o PAVEMENT 10 _ IIIIIIII 111111 NTS ° . • .. — —� 1 -III III I_' - - _IIIIII -- _ 15 5' -0" 4' -0" 5'-0- PROPOSED PVMT. '11, ,III 4° - - — 6" - -11 -1 PLAN VIEW 7. CTION OF TRAVEL 4" CONIC. SLAB 1/2" PREFORMED W /FIBROUS REINFORCING EXP. JOINT ADA COMPLIANT DETECTABLE WARNING F' —(1 MAX. QIIRFACF NOTE: ' RAMP LENGTHS INDICATED ARE AS REQUIRED as - FOR 6" HEIGHT CURBS. DECREASE LENGTHS FOR LESSER CURB HEIGHTS TO PROVIDE - MAXIMUM SURFACE SLOPES INDICATED. I 6" HANDICAP RAMP DETAIL o7 NTS C700 SELF LEVELING SEALANT 1/2" PREFORMED EXPANSION JT. CONC. PVMT. _e:° EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL 08 NTS C700 HOT ASPHALT SURFACE ( #12 INDOT) 2' VARIES 2' SAWCUT TOOLED CONTROL JTS. 4" FIBROUS REINFORCED CONCRETE 1 /8" WIDE, MIN. 1" PAVEMENT W /BROOM FINISH & • TACK AT DEEPTH CONTROL JTS. 0 10' -0" O.C. MAX. APPLIED ANTI SPALLING & EXP. JTS. 0 40' -0" O.C. MAX. EX'TG ASPHALT COMPOUND SEE DETAIL OS PAVEMENT • C700 o ASPHALT NOTE: CONTROL JTS. & • ism'•. s EXPANSION JTS. SPACING PRIME COAT �:'�: h ' ' r =` MAY VARY. THE DIMENSIONS F•1, ,... {ti tie a•., 4 COMPACTED '`•*`� COMPACTED GRANULAR BACKFILL _ - _ _ _ ABOVE ARE MAXIMUM. SEE #53 STONE s'+= .�'., ,.ts. -1I -1 I1 =1- 111 =1I -1I 1 =1I 1 =1I 11 -I PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. F, - -1 I- III - III -I I1 1 1 1 1 1_ -11= 111 -1I 1 -1 I1= -I -1 I1= - 4" COMPACTED AGGREGATE BASE LIGHT BASE W /CONCRETE PAVEMENT 21 CUT PAVEMENT REPAIR DETAIL 15 4" CONCRETE PAVEMENT D9 C700 NTS STEEL TREE GUARD #4 BARS 0 12" O.C. 3" PEA GRAVEL TO TOP OF GRATE 2' -0" MIN. BOTH WAYS 3' -0 TE STEEL ANGLE FRAME W /ATTACHED COMPACTED 2' -8" ( ) REBAR CONCRETE ANCHOR. F I I AGGREGATE BASE EXISTING CONCRETE CURB n 2' -0" 6 - x I —I � I • I II I I I I I -III_ STRUCTURAL SOIL P �1T MIX I_I -3" PVC CONDUIT PER PLAN =111 CONTINUOUS PER PL�AN� 4" PVC RISER &TURN 7 = - - / W /PERFORATED VENT CAP _ _ � III —II' 'iI ;1111,;,' '�1 =1 I ICI �I -1TI —III FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL * (VERIFY W TREE GRATE 4" CORRUGATED PERFORATED MANUFACTURER) PLASTIC PIPE GRATE AND PIT C700 C700 NTS NTS 4" X 8" X 3 1/8" PAVERS. SEE PLAN FOR PATTERN. 1" SAND PAVER SETTING BED 1/2" DEPTH JOINT SEALANT ON 5' -0" TYP. 1/2" THK. EXPANSION JOINT MATERIAL 6" 4' -0" 6" CONCRETE SLAB W /FIBROUS SLOPE 1/4-/FOOT REINFORCING SAWCUT ' FILL W /CONCRIETE WEEPHOLES 0 16' O.0 4" MIN. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PAVER WALK @ DRIVEWAYS rl 6 NTS a_ STRUCTURAL SOIL PLANT MIX CONTINUOUS PER PLAN CONCRETE W /FIBROUS REINFORCING 4" X 8" X 2 1/4" PAVER. SEE PLAN FOR PATTERN. F1" SAND PAVER SETTING BED IF CONCRETE CURB, NEW OR EXISTING PER PLAN QI- - WEEPHOLES 0 16" O.C. PVC CONDUIT PER DRAWING E101 FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL \-4" CORRUGATED PERFORATED PLASTIC PIPE PIT WITH PAVERS NTS APPLIED ANTI - TOOLED EDGE SPALLING COMPOUND 1" R. RUBBED FINISH FIN. GRADE FACE & TOP OF CURB PVMT. d= 12" MIN. TOPSOIL 0 �- =1 i =1Tl NCRETE CURB DETAIL 62 NTS 6" FIBROUS REINFORCED CONCRETE Checked By 05/20/05 BLDG. FACE-----_Z 1/2" PREFORMED PAVEMENT W /BROOM FINISH 6" EXXPANSION JT. 1-1/8" DEPTH CONTROL JTS. 0 12' -0 O.C. MAX. SEE PLAN FOR (SEE DETAIL) 1 " ASPHALT SURFACE COURSE 1/2" RADIUS ROUND SLOPE 4" CONIC. SLAB TOOLED EDGE (TYP. ) STOOP LEVEL W/ W/ 6X6 10110 APPLIED ANTI COMPOUND FINISH FL. ELEV W W.F. W BRROOM MEET EXISTING PAVEMENT SPALLING 08 C700 FINISH SLOPE PER PLAN #4 REBAR 20" NOTE: CONTROL JTS. & LONG 0 12" O.C. ' ° ` FILL W /CONCRETE AS REQ'D SEE STI, PLAN �D EXPANSION JTS. SPACING FOR C06PI :�. • -- III III I I I 1/2- PREFORMED MAY VARY. THE DIMENSIONS v0 EXPANSION JT. (SEE DETAIL) 6" . :;: I C,I 4" DRAINAGE FILL Y6" CONTINUOUS TURN PLANS FOR ANY VARIATIONS \ `WELL COMPACTED DOWN SLAB ALL 3 SIDES 5' -0" = III= III= III= III = III= III= III 11 SUBSOIL CONCRETE STOOP DETAIL o3 I1 =1 I1 =1I I� 1 =I I1 =1I 1 =1I I_ „I -1 I -1 I1=1I 1 =11 1 -1 i M I II II I I- -I 4” COMPACTED AGGREGATE BASE COMPACTED SUBGRADE REINFORCED CONCRETE 6" CONCRETE PAVEMENT 10 C700 NTS REPAIR DETAIL o5 C700 EXPANSION JT. SEE CONTROL JT. SEE C7oo DETAIL 08 C700 DETAIL 09 C700 :B SH • FINISH ACROSS 7. CTION OF TRAVEL UNLESS NOTED OTHERWISE TROWEL• FIJII NTS 90' UNLESS OTHERWISE INDICATED RUBBED FINISH TOP & FACE OF CURB "K PLAN 04 TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE Checked By 05/20/05 KM 1/8- WIDE, MIN. PAVEMENT W /BROOM FINISH 6" 1" RADIUS 1-1/8" DEPTH CONTROL JTS. 0 12' -0 O.C. MAX. 3" MIN. TOPSOIL 1 " ASPHALT SURFACE COURSE & EXP. JTS. 0 40' -0" O.C. MAX. APPLIED ANTI SPALLING SEE DETAIL MEET EXISTING PAVEMENT COMPOUND 08 C700 NOTE: CONTROL JTS. & ' ° ` FILL W /CONCRETE AS REQ'D .. �D EXPANSION JTS. SPACING cO FOR CURB CONSTRUCTION MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS = III= III= III= III = III= III= III 11 =III EITHER INDICATED OR IMPLIED. APPROVED BACKFIL 6" X 18" FIBROUS I1 =1 I1 =1I I� 1 =I I1 =1I 1 =1I I_ „I -1 I -1 I1=1I 1 =11 1 -1 i M I II II I I- -I 4” COMPACTED AGGREGATE BASE COMPACTED SUBGRADE REINFORCED CONCRETE 6" CONCRETE PAVEMENT 10 CURB /PAVEMENT REPAIR DETAIL o5 C700 NTS C7oo NITS 2' -0" 6" CONC. CUR W/ RUBBED FINISH 1 i 1 "I l i l l l l 'l MII 1 11 1' .I "LL WELL COMPACTED SUBSOIL TAPERED CURB END DETAIL 11 NITS C700 ROLLED SIDE APPLIED ANTI SPALLING FACE W/ BROOM COMPOUND FINISH 1" RADIUS ROUND EDGE 4" CONC. SLAB 1/2" PREFORMED EXP. JOINT 6' -0" I, / HANDICAP CURB RAMP Owner: Engineers: CSO SCHENKEL SHULTZ 260 Past 96m Sheet, Sw 200, I�i®a h., IN 46291 T 31"1.848'1800 F 317.5 ^4.095? www.csvmcmt In Association with: L'ACQUIS CONSULTING ENTERPRISES C INDIANAPOLIS, LLC 280 East 96th Street, Sulte 280 Indianapolis, Indio no 46240 (317) 706 -2075 WOOLPMT Project OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title. SITE DETAILS Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: rJ� AR 00880145 -< ME W ��OIAM� �RCH11 Drawing Number: C700 Project Number: 25179 r� Ct ,' rte Q r 7 ' 'C: �. v , G ,Y Its) V BUILDING ONNER: Bruco Go-a ngle'_' Fed or t� ✓enter eve e omen O 3ro avenue Sn Gorme I, 1\ 46 032 (3 i 5g I -0320 1� l �\\,ange Line �, p kJ/ W �. �L, a r 9 SIK / V RN,, , )) dd "),vi a 111 Street iaa 46032 CARMEp jP_E DE AR IMENT (� Received Reviewed Released , o St. Permit Type— o u V .� City Pe it I t�tl , Reviewed by Title J ARGHI EC,-: _ore5 F 'Jro' - "r, GONTRAGTOR: S'ovo Norno SDOnoture Gon5truction, !LC, ��00 KeyS:one Gro55ir,p, Suite GiOO ndonopoli5r IN 46240 `!) b I -r -0360 GIVIL ENGINEER: ,' �ort 01 son 2b0 Eo5t 16th Street ndionopoli5, IN 26240 3F) g4b -7000 STRUCTURAL EN61NEER: Rod M(_Oom05 I"IGGomoS Enginooring SUITF 2 00 T-i E. 116th Stroot Gormel, IN 46032 (3F) 5(50 -0402 MEGHAN I GAL EN61 NEER: John Oborlio5 O''oerlie5 Enpineerlrp I S. Nen .'0r5oi S' -roet, Suite 320 Indionopok , !N 46204 3I �i 636 -3�i41 TITLE SHEET II 6 -1 -7-OS 0 N_ V O N ti w aim �rr� � V *-'u' � d�`�� A c�xnj !� 3:u z Q - '14-H es d ' Um o W �� U, u. o a w z;_- �. z o � �, 4 o � O a p � 0 R gyp U V a d .r� U*a' . a � ° &a y H. 'ate ro � ,V a z Q z W -. y v ARGHI EC,-: _ore5 F 'Jro' - "r, GONTRAGTOR: S'ovo Norno SDOnoture Gon5truction, !LC, ��00 KeyS:one Gro55ir,p, Suite GiOO ndonopoli5r IN 46240 `!) b I -r -0360 GIVIL ENGINEER: ,' �ort 01 son 2b0 Eo5t 16th Street ndionopoli5, IN 26240 3F) g4b -7000 STRUCTURAL EN61NEER: Rod M(_Oom05 I"IGGomoS Enginooring SUITF 2 00 T-i E. 116th Stroot Gormel, IN 46032 (3F) 5(50 -0402 MEGHAN I GAL EN61 NEER: John Oborlio5 O''oerlie5 Enpineerlrp I S. Nen .'0r5oi S' -roet, Suite 320 Indionopok , !N 46204 3I �i 636 -3�i41 TITLE SHEET II 6 -1 -7-OS MANHOLE COVER OR GRATE PER PLAN PRECAST CO NC. ADJUSTING RINGS IF NEEDED ( (4 ML X.) )) W//EEN JOINTS MASTIC OR BUTYL RUBBER I STD. PRECAST MANHOLE CAP OR CONE 24" 5" 48" DIA. 5" J16" TYP. ■' //� DIA. "F" MANHOLE PIPE 27' &SMALLER PIPE TURNS DIA. "F" DIA. "G" 66' 6 LARGER 6 96" 48" GREATER THAN 45° TO 90' 96" 54" - 66" UP TO 60' 84" 42 GREATER THAN 45° TO 90° 84 48 UP TO 45° 72" 42 - 48 UP TO 45' 60" 33 - 36 STRAIGHT THRU 60" 27" - 33" GREATER THAN 45 °TO 90° 1' -0" MIN. OVER HIGHEST PIPE FULL HEIGHT MANHO STEPS AS SPECIFIED IN CONCRETE REDUCER CAP 0 -RING GASKET - ASPHALTIC MASTIC OR BUYTL RUBBER SEAL BETWEEN M.H. JOINTS -PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W/ NON - SHRINK CEMENT GROUT. -SLOPE 1 / 2" PER FOOT NOTE: - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE JIM i i �// /IIII % / /IIIII % / / 13 2 F/� W1,M00 /MARINE M /�� 6" CRUSHED STONE ONE COmPLErE UNIT OF PRECAST CONCRIETE MANHOLE BASE 1 RISER OR APPROVED RISER SEPARATE WE AND SECTION IS OPTIONAL MANHOLE LARGE m GREATER MIN. OF 6" TOP SOIL THAN 5' TO ENSURE GRASS ' I I -1 � I —I � I —I •_ . ,: � .:. III � EDGE OF PVMT., - IIIIIIIIIII A _S .Bc,�-12" „I CURB, GUTTER -III II OR SIMILAR .j j 111 STRUCTURE IN I1 =IIII 1- THE PUBLIC R/W III = :: •::... • �'. 12" MIN. REGULAR BACKFILL 8" CRUSHED STONE OR I�IIIII `' IIT= 4" APPROVED EQUIV. CLASS =_ .`' r •.: 111= � �' 11= 1 BEDDING MATERIAL 11= III =III „III -III III =III= HAND TAMPED OR WALKED "I -Ii1 -- INTO PLACE Bc GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INITIAL BACKFILL SHALL BE PLACED IN 6" TO 12" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL 08 NTS C701 - -•MIN. OF 6" TOP SOIL 5' OR LESS //-- TO ENSURE GRASS EDGE OF PVMT., CURB, GUTTER II- II OR SIMILAR STRUCTURE IN THE PUBLIC R/W "B" BORROW OR EQUIV. III : • 12" MIN. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY 111- :. 4" 8" CRUSHED STONE OR - `•_ ( APPROVED EQUIV. CLASS II„ I� 111 „II -III IIJIIiIL1; 1 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W 'B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL 09 NTS 0701 V5�T E OF PVMT., CURB, GUTTER, RUCTUR E IN PUBLIC R/W OR LESS MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH = III = III = III = III =III i i ii i I I� 'I DEPTH OF BEDDING 1=-I' MATER. BELOW PIPE -I 111-11 I Ia .25. `tic +12" IIII 1111111 . _':,: MIN: IIIII 17E , -. I 111 -:'S• GULAR BACKFILL UNLESS UNDER PAVEMENT. • i ... Bc ::d:. "B" BORROW OR EQUIV. GRANULAR MATER'L. d COMPACTED TO 95% 1111 STD. PROCTOR DENSITY III Q Bc Q WITHIN 5' OF EDGE OF PVMT. PIPE DIA. d (MIN.) 27' &SMALLER 3 30' TO 60' 4 66' 6 LARGER 6 NOTE: 1. ALL INTITAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING & BACKFILL 10 NTS 0701 GREATER MIN. OF 6" TOP SOIL TO THAN 5' ENSURE GRASS GROWTH += III =11 III = III =11 /iii / i / III =1 'J DEPTH OF BEDDING 11 1 III =I I1 =1 11 =1' uA-il Drl f)W DIDr- III -I .:...:1.2�: Bc =III- ' MIN. � • EDGE OF PVMT, .1 -1I I, - ' CURB, GUTTER A1II III OR SIMILAR =III =III STRUCTURE IN = III THE PUBLIC R/W =IIII..:: lj 1/s Bc d IIII r. ;,•. „� PIPE DIA. d (MIN.) 27' g SMALLER 3 30' TO 60' 4 66' &LARGER 6 REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY 71 71 Bc GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE PLACED IN 6" - COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ B" BORROW TO BOTTOM OF BASE, ALL OTHER AEAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING &BACKFILL 11 NTS C701 1/2" PREFORMED 6" 4" 6" SLOPE 1/2" & EXP. JT. V C L c FIN. PVMT. ELEV. TOP OF SUBGRADE FOR PVMT. AGGREGATE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED EQUAL, LAP 6" & STAPLE 4" DIA. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL PAVEMENT SUBDRAIN 03 NTS C701 W/ BROOOM FINISH PVMT. � PVMT. .aV� ACO #900 K CATCH BASIN W/TRASH BUCKET & 6" PVC ,• OUT TO WYE W /RISER a0 PROVIDE PERFORATED N STAINLESS STEEL GRATE. - III - III -I I � 'd 'A I I I I I I I I I I I I I 14 �-. _• I I— III —III ; II III =1 � %� - ..�Q COMPACTED SUBGRADE — III —II . �; II ;111—I = _= ____ - -___� —�_� �— III — III — III — III — I I— i III — III -1 I I =1 I I— III =1 I I =1 I I =1 I INLET DETAIL 0 4 NTS C701 NEENAH R- 3402 -E INLET FRAME &GRATE GRADE #4 REBARS ® 12" - jl : � . • O.C./ BOTH WAYS .. •' ABTECH ULTRA - I � • � � URBAN FILTER. SEE I�11 1I � � III DETAIL 03/C107 � III - -.M) GUTTER NTS C701 NEENAH FRAME & (UNLESS FINISH G PRECAST ADJUSTER RUBBER NEEDED ECCENTRIC JOINT REDUCER REQUIRED CONDITION TO MATCH TIC RING PROFILE. POLYPROPYLENE PLASTIC 48" DIA.P zg CONC. M w w STORM PI ° � I 6'X 6'X � w FOOTING o � 10/10 W � #4 REBA O.C. BOTH OR PRECAST MAX. D, TO AX. 6" MIN. " W NO( #8 OR RDIN M C478. MANHOLE PVMT. 24" SQ. \-1/2" MESH GALV. RD- WARE CLOTH VARMENT 36" SQ. STOP ®SUBDRAIN FILL W/ CONCRETE & WARP TO MEET INVERTS NOTE: CONTRACTOR'S OPTION: PRECAST W/ SAME REINFORCING. (INDOT TYPE "M" TER INLET DETAIL GUTTER INLET GRATE #R -3472 OTHERWISE NOTED) PVMT. GRADE CONCRETE RINGS IF ASPHALTIC MAST 4 MAX) OR BUTYL RUB CONE OR SEAL BETWEEN CAP AS - - BY SITE + S. CONE TOP -RING GASKET ADJUSTING FILE. z ASPHALTIC MASTIC � o OR BUTYL RUB STEPS SEAL AT JOINTS RECAST * vi `y MANHOLE Z + Y � v 48" 5" PE - IN. w� 8" CONC. � � W/ 6X6 � + w WAYS, 24" PREFORMED HOLE COMPACTED BASE OF PIPE O.D. + 6 #2 STONE) NOTE: SHRINK CEMENT G MANHOLE CONFORMS TO AST NHOLE DETAIL FACE OF BUILDING PVMT: NTS C701 DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) 4" X 6" INCREASING COUPLING INDIANA SEAL #156 -64 SEWER MATERIAL, SIZE, & SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECTION o7 NTS C701 SANITARY NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL PUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES -AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI) ....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS /CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIRCONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. R -1976 INSPECTION FRAME W/ BOLTED LID � TROWELED FINISH FINISH GRADE - III -I I I� 11 =1. 1= III =III n — CLEANOUT CONC. ENCASEMENT � d• PEI � ,IIIII �� I11�I1 = -1 P/C PIPE 0 4" i� PVC BEND -'IIII =1 INVERT ELEV. SEWER MATERIAL &SLOPE AFTER I'=� -I- 'III'I'- -- BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL o1 NTS C701 WATERTIGHT FLEXIBLE TOP OF CONCRETE- � JOINT MASONRY DAM ° ° INV. ELEV. AS SHOWN d ° ON THE PLANS 6" MIN. d d d DROP SIZE J 714 AS SHOWN CLASS 'B' CONCRET d + d OR PRECAST DROP ° d d d d d d d q d d n 4 d d d 4 d d SANITARY MANHOLE DROP o2 NTS C701 Owner: Engineers: CSO SCHENKEL SHULTZ zso r.­ 96m sue, s� zoo, hamapoli,, W46240 S 311.841t.7B00 F 3L'/.514.0951 www.csamcn•r In Association with: L'ACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96Th Street, Suits 280 India napolts, Indiana 46240 (317) 706 -2075 wOOLPMT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revlsfons: Issue Date Drawn By Checked By 05/20/05 KY DTY Certffied By: AR 00880145 -� saw or 1481A, V. �ROH I ZE�� Drawing Number: C701 Project Number. 25179 I I i- - III -III ' w � ; ;III -1 I 1 =1 -• IIIIIIIIIIIII� .. PVMT. 24" SQ. \-1/2" MESH GALV. RD- WARE CLOTH VARMENT 36" SQ. STOP ®SUBDRAIN FILL W/ CONCRETE & WARP TO MEET INVERTS NOTE: CONTRACTOR'S OPTION: PRECAST W/ SAME REINFORCING. (INDOT TYPE "M" TER INLET DETAIL GUTTER INLET GRATE #R -3472 OTHERWISE NOTED) PVMT. GRADE CONCRETE RINGS IF ASPHALTIC MAST 4 MAX) OR BUTYL RUB CONE OR SEAL BETWEEN CAP AS - - BY SITE + S. CONE TOP -RING GASKET ADJUSTING FILE. z ASPHALTIC MASTIC � o OR BUTYL RUB STEPS SEAL AT JOINTS RECAST * vi `y MANHOLE Z + Y � v 48" 5" PE - IN. w� 8" CONC. � � W/ 6X6 � + w WAYS, 24" PREFORMED HOLE COMPACTED BASE OF PIPE O.D. + 6 #2 STONE) NOTE: SHRINK CEMENT G MANHOLE CONFORMS TO AST NHOLE DETAIL FACE OF BUILDING PVMT: NTS C701 DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) 4" X 6" INCREASING COUPLING INDIANA SEAL #156 -64 SEWER MATERIAL, SIZE, & SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECTION o7 NTS C701 SANITARY NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL PUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES -AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI) ....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS /CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIRCONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. R -1976 INSPECTION FRAME W/ BOLTED LID � TROWELED FINISH FINISH GRADE - III -I I I� 11 =1. 1= III =III n — CLEANOUT CONC. ENCASEMENT � d• PEI � ,IIIII �� I11�I1 = -1 P/C PIPE 0 4" i� PVC BEND -'IIII =1 INVERT ELEV. SEWER MATERIAL &SLOPE AFTER I'=� -I- 'III'I'- -- BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL o1 NTS C701 WATERTIGHT FLEXIBLE TOP OF CONCRETE- � JOINT MASONRY DAM ° ° INV. ELEV. AS SHOWN d ° ON THE PLANS 6" MIN. d d d DROP SIZE J 714 AS SHOWN CLASS 'B' CONCRET d + d OR PRECAST DROP ° d d d d d d d q d d n 4 d d d 4 d d SANITARY MANHOLE DROP o2 NTS C701 Owner: Engineers: CSO SCHENKEL SHULTZ zso r.­ 96m sue, s� zoo, hamapoli,, W46240 S 311.841t.7B00 F 3L'/.514.0951 www.csamcn•r In Association with: L'ACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96Th Street, Suits 280 India napolts, Indiana 46240 (317) 706 -2075 wOOLPMT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revlsfons: Issue Date Drawn By Checked By 05/20/05 KY DTY Certffied By: AR 00880145 -� saw or 1481A, V. �ROH I ZE�� Drawing Number: C701 Project Number. 25179 DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEW OR VERIFY EXISTING. NEENAH #R -4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) 4" X 6" INCREASING COUPLING INDIANA SEAL #156 -64 SEWER MATERIAL, SIZE, & SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECTION o7 NTS C701 SANITARY NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL PUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES -AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI) ....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS /CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIRCONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. R -1976 INSPECTION FRAME W/ BOLTED LID � TROWELED FINISH FINISH GRADE - III -I I I� 11 =1. 1= III =III n — CLEANOUT CONC. ENCASEMENT � d• PEI � ,IIIII �� I11�I1 = -1 P/C PIPE 0 4" i� PVC BEND -'IIII =1 INVERT ELEV. SEWER MATERIAL &SLOPE AFTER I'=� -I- 'III'I'- -- BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL o1 NTS C701 WATERTIGHT FLEXIBLE TOP OF CONCRETE- � JOINT MASONRY DAM ° ° INV. ELEV. AS SHOWN d ° ON THE PLANS 6" MIN. d d d DROP SIZE J 714 AS SHOWN CLASS 'B' CONCRET d + d OR PRECAST DROP ° d d d d d d d q d d n 4 d d d 4 d d SANITARY MANHOLE DROP o2 NTS C701 Owner: Engineers: CSO SCHENKEL SHULTZ zso r.­ 96m sue, s� zoo, hamapoli,, W46240 S 311.841t.7B00 F 3L'/.514.0951 www.csamcn•r In Association with: L'ACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96Th Street, Suits 280 India napolts, Indiana 46240 (317) 706 -2075 wOOLPMT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revlsfons: Issue Date Drawn By Checked By 05/20/05 KY DTY Certffied By: AR 00880145 -� saw or 1481A, V. �ROH I ZE�� Drawing Number: C701 Project Number. 25179 - III -I I I� 11 =1. 1= III =III n — CLEANOUT CONC. ENCASEMENT � d• PEI � ,IIIII �� I11�I1 = -1 P/C PIPE 0 4" i� PVC BEND -'IIII =1 INVERT ELEV. SEWER MATERIAL &SLOPE AFTER I'=� -I- 'III'I'- -- BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL o1 NTS C701 WATERTIGHT FLEXIBLE TOP OF CONCRETE- � JOINT MASONRY DAM ° ° INV. ELEV. AS SHOWN d ° ON THE PLANS 6" MIN. d d d DROP SIZE J 714 AS SHOWN CLASS 'B' CONCRET d + d OR PRECAST DROP ° d d d d d d d q d d n 4 d d d 4 d d SANITARY MANHOLE DROP o2 NTS C701 Owner: Engineers: CSO SCHENKEL SHULTZ zso r.­ 96m sue, s� zoo, hamapoli,, W46240 S 311.841t.7B00 F 3L'/.514.0951 www.csamcn•r In Association with: L'ACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96Th Street, Suits 280 India napolts, Indiana 46240 (317) 706 -2075 wOOLPMT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revlsfons: Issue Date Drawn By Checked By 05/20/05 KY DTY Certffied By: AR 00880145 -� saw or 1481A, V. �ROH I ZE�� Drawing Number: C701 Project Number. 25179 SEWER MATERIAL &SLOPE AFTER I'=� -I- 'III'I'- -- BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL o1 NTS C701 WATERTIGHT FLEXIBLE TOP OF CONCRETE- � JOINT MASONRY DAM ° ° INV. ELEV. AS SHOWN d ° ON THE PLANS 6" MIN. d d d DROP SIZE J 714 AS SHOWN CLASS 'B' CONCRET d + d OR PRECAST DROP ° d d d d d d d q d d n 4 d d d 4 d d SANITARY MANHOLE DROP o2 NTS C701 Owner: Engineers: CSO SCHENKEL SHULTZ zso r.­ 96m sue, s� zoo, hamapoli,, W46240 S 311.841t.7B00 F 3L'/.514.0951 www.csamcn•r In Association with: L'ACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96Th Street, Suits 280 India napolts, Indiana 46240 (317) 706 -2075 wOOLPMT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revlsfons: Issue Date Drawn By Checked By 05/20/05 KY DTY Certffied By: AR 00880145 -� saw or 1481A, V. �ROH I ZE�� Drawing Number: C701 Project Number. 25179 Certffied By: AR 00880145 -� saw or 1481A, V. �ROH I ZE�� Drawing Number: C701 Project Number. 25179 Fla t Slab T No MH Frame And Cover Neenah R -1642 Or Equal For Wa ter tlgh t Installations Neenah R- 1916 -F Or Equal 'WATER' Cast In Cover o �8o Co Adjusting Rings 8' Min. 12' Max. y, 1/2' Cement Plaster MH Rise Cl- ASTM C478 Voter L' a Wo ter ti a e ° Flexible a • Join is ° #4 @12 EW Valy 0 Ga to Va l ve Concrete Blocking As Required 1' -0' Min, Cast -In Place Concrete Base x Manhole Diameter Shall Be A Minimum Of 4'-0 The Designer Shall Specify An Adequate Blame ter To Accomoda to The Valve And Water Main Size. TI TLE: CITY OF CARMEL WATER VALVE Ln STANDARD DETAILS MANHOLE r, 0 0 r� Jones & Henry 3 N Date: January 1995 Scale: Not To Scale Drawn By. Engineers, Inc. Drawing Name: CW7 U o SIZE 'V' 'U'ArAw 'T' 6' 2' -6' 2' -0' 4' 8' 2-6' 2-1' 4' 10' 2' -6' 2' -3' 4' 12' 2' -9' 2-5' 4' 15' 3e -0' 2' -8' 5' 18' 3' -6' 3' -0' 5' 21' 3'-11' 3' -4' 6' 24' 4' -3' 3' -8' 6' 27' 5' -6' 3-11' 6' 30' 5' -9' 4' -4' 6' 36' 6' -3' 5' -2' 6' 48' 7' -4' 9' 54' 8'-0' 9' 60' 8' -6' 9' 66' 9' -1' 9' 72' 9' -8' 78' 10' -3' :::::LI0' 10' 1' -0' Mln/mum Undisturbed Ex /s t/ng Pa vemen t, Cut Straight Edge Special Backfill Under Pa vement, Drives, Walks Or Where Drdered Tamped In 6' Layers Special Backflll Shall Conform To INBOT 211.02b TRENCH SCHEDULE Undisturbed xx Table Is For ASTM D -3034, Wall Thickness Class SBR 35 For 6' -15' And ASTM F -679 Wall Thickness Class T -1 For I8' -36, For Other Flexible Pipes, Min /mum Trench Width 'U' Shall Meet Manufacturer's Requirements Match Existing Pa vemen t Ma terial And Thickness Approved Exca va ted Material In Unpaved Areas Unless Otherwise B/rected N Note, Under £x/sting Sewers, Voter Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backf/ll With Granular Bedding Ma terlal To The Centerline Of The Existing Utility Lines, For Flexible Plpe With Solid Or Profile Val Granular Bedding Material Shall Be Placed And Hand Tamped In 6' Layers To A Mln/m(A TRENCH DETAIL FOR SEWER AND WATER MAINS NTS In Existing Sewer., be Not Protruding Sewerf Encase Connection 7ollar As Shown; -ully, CITY OF CARMEL STANDARD DETAILS Date: January 1995 Scale: Not To Scale TI TLE: TRENCH DETAIL & TRENCH SCHEDULE Jones & Henry )rawn By. Engineers, Inc. Drawing Name: CW3 �— Plpe Bedding Con forming To INDOT 903.02, Size No. 8 Class A Concrete Collar CITY OF CARMEL STANDARD DETAILS Date: January 1995 Scale: Not To Scale 15 TI TLE: STORM SEWER CONNECTION Jones & Henry )rawn By. Engineers, Inc. Drawing Name: CS14 Curb Box With Co ve QJ J Lr) Q) NOTE Pos/ cap o 1.) 1' Or Smaller Service Line p, Shall Be Direct Tap Unless Approved By Carmel Ut /lit /es 2) Corpora tion Stop Shall Be Curb Stop Concrete Block Brand And Model Approved b Carmel Utilities. Corpora tlon Stop 3.) Service Line Tap Shall Be Mueller H- 15008, Or Equal Installed With A Min, Horz• Wo ter Ma In Sepero t /on Of 24', Double Strap Ser vice Sa ddle* 4.) 1?' And Larger Lines Require A Swing Joint A t to cl Length - Varies 1' f To Corpora tion Stop (Verify.) ! 0, l J 0 ooner Service Line * Service Saddle May Be Omitted For Services 1' TITLE: And Smaller And Direct Taps Made To Ductile CITY OF CARMEL WATER SERVICE Ln Iron Pipe, Class 52 Or Greater• STANDARD DETAILS DETAIL Ln CVerify W (th Owner For Pressure Class DIP) �N 3 Jones &Henry o Date: January 1995 Scale: Not To Scale Drawn By: Engineers, Inc. Drawing Name: CW4 O ry U G PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Dlrectlon From ? Of Bend Based On 150 PSI Test Pressure Degree Of Bend 6' 8' 10' 12' 14' 16' 18' 20' 24' 30' 900 Tees 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' & Plugs 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22 -112' 3' 4 5' 6' 7' 8' 9' 10' 12' 14' 11 -114° 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, 3' -0' 6'Valve Box Min, QJ N 0 V Pos/ cap I � 5-� 6' Gate Valve 4 o 4 Wo ter Main Tee Hydrant Asse - M.mbly \' Restrained Length And Fittings As Required Notes! 1, At High Points Along Main Water Llne Where Indlca ted On Dro wings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6' 45' Bend Main Water Line Shall Be Lowered To Provide Suf ficlent Cover As Specified. 2, All Joints Shall Be Restrained Except In Run Of Tee, N 3, Hydrants Shall Be Set At 500' Max, Horizontal Distance, Or Less As Specified By Fire Department O co N Dc U O N rn _o U O Mueller Centurion A -423, Or Equal Painted 'Safety Yellow' Illn Q, L 1-0' Mln. ;1 a 4 4 Q Bedding Material Conforming To Q 4 Q INDOT 903.02, Size No, 8 One 81x8'x16' Solid Conc• Block Or 6%n. Closs'B' Concrete Base On Undisturbed Ground. Appro ved Exca vo ted Ma teria l Unless Otherwise Directed Note, Select Exca va ted Mo ter /a l Or Special Bo ckfill Shall Be Placed Under All Pa vemen is And 611thin The Limits Shown Above, Special Backfill Shall Conform To IND(7T 2IL02b Select Exca va ted Material Shall Be Approved By Engineer, HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL —OLL —REE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF NDIAN, Owner: Engineers: CSO SCHENKEL SHULTZ 280 'Seat MQ Sheet. S-200. I -lenep bl -It1 46240 T 31'1.848.'/600 F317.5740957 www.ce°mcmt In Association with: ICEUACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indlo a706$2o75ana 46240 i wvoLeenT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. I Draw" Title: SITE WATER DETAILS Revision: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: OQ AR 00880145 -< aa� v ��OIAN� CHITE�� Drawing Number: C702 Project Number. 25179 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equal, NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, 3' -0' 6'Valve Box Min, QJ N 0 V Pos/ cap I � 5-� 6' Gate Valve 4 o 4 Wo ter Main Tee Hydrant Asse - M.mbly \' Restrained Length And Fittings As Required Notes! 1, At High Points Along Main Water Llne Where Indlca ted On Dro wings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6' 45' Bend Main Water Line Shall Be Lowered To Provide Suf ficlent Cover As Specified. 2, All Joints Shall Be Restrained Except In Run Of Tee, N 3, Hydrants Shall Be Set At 500' Max, Horizontal Distance, Or Less As Specified By Fire Department O co N Dc U O N rn _o U O Mueller Centurion A -423, Or Equal Painted 'Safety Yellow' Illn Q, L 1-0' Mln. ;1 a 4 4 Q Bedding Material Conforming To Q 4 Q INDOT 903.02, Size No, 8 One 81x8'x16' Solid Conc• Block Or 6%n. Closs'B' Concrete Base On Undisturbed Ground. Appro ved Exca vo ted Ma teria l Unless Otherwise Directed Note, Select Exca va ted Mo ter /a l Or Special Bo ckfill Shall Be Placed Under All Pa vemen is And 611thin The Limits Shown Above, Special Backfill Shall Conform To IND(7T 2IL02b Select Exca va ted Material Shall Be Approved By Engineer, HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL —OLL —REE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF NDIAN, Owner: Engineers: CSO SCHENKEL SHULTZ 280 'Seat MQ Sheet. S-200. I -lenep bl -It1 46240 T 31'1.848.'/600 F317.5740957 www.ce°mcmt In Association with: ICEUACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indlo a706$2o75ana 46240 i wvoLeenT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. I Draw" Title: SITE WATER DETAILS Revision: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: OQ AR 00880145 -< aa� v ��OIAN� CHITE�� Drawing Number: C702 Project Number. 25179 Certified By: OQ AR 00880145 -< aa� v ��OIAN� CHITE�� Drawing Number: C702 Project Number. 25179 J tX X _ - - - -- - -- ---------------------- - - - - -- -- - - - - -- -- — �- -- — — \ .000 ��� 30.6 INV 2 32' Lp INV VENT AND FLUSHING RI E� -� i PER AND 01 /C703: Cy �i� ��D 34. � cv � Zlti y.UUIINV. �' - - -- ---- -�-Cr' - - - -- -- THRU N B22 I 830.30 INV 34.00 INV. // I INV 830.30 I THRU WALL 3 834.10 V. THRU WA -- III / I FOUNDATION &TREE PIT DRAINAGE PLAN O c x VENT & FLUSHING RISER NTS ENCASEMENT )WELED FINISH GRADE kH R- 4937 -C SERIES � D IN TO MATCH RISER DIA. IRON PIPE DIA. TO MATCH RATION DRAIN IRON BEND, DIA. TO MATCH DATION DRAIN 3ITION FITTING UGATED PERFORATED PLASTIC RATION DRAIN —INVERT ELEV. PER PLAN IL SCALE: 1' = 10' Drawn By Checked By 05/13/05 0' 5' 10' 20' DTM NORTH GRADE SCALE: 1" = 20' ELEVATION CONCRETE WALK OR FLOOR COMPACTED AGGREGATE WALK BASE OR UNDERFLOOR DRAINAGE COURSE LEGEND PLAN NOTES FLOOR EL. PER PLAN AS REQ'D '4cI a FILTER FABRIC, LAP 4" & STAPLE NOT REQ'D BETWEEN UNDERFLOOR DRAINAGE COURSE & FILTERING NEW FOUNDATION UNDERFLOOR DRAIN � O1 4 FOUNTAIN DRAIN PER DETAIL 02/C703 P III- •' MATERIAL Q a Q Q _ -I FILTERING MATERIAL — — — — — — — NEW PLANTER PIT DRAIN 2O 4' PLANTER DRAIN PER DETAIL 17/C700 �•• .da - IF 4" DIA. CORRUGATED, PERFORATED PIPE, SLOPE PER PLAN 11=111 PLASTIC SLEEVE THROUGH FOUNTAIN WALL ����� —III =1 COMPACTED IMPERVIOUS FILL i��� III =III O4' NON - CORRUGATED NON- PERFORATED PLASTIC =1 I I I f= =1 11 =1 1= PIPE ROOF DRIAN. SEE DRAWING C300 I l l II 1 =1 O5 MANUFACTURED WYE CONNECTION TO STORM PIPE FOUNDATION DRAINAGE DETAIL NTS HOLEY MOLEY SAYS. "DON'T DIG BLIND" 1- 800 -382 -5544 CALL OLL =REE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 i 96m SReel, S, 200, /ndimepolss, IN 46240 T 317 e48.7e00 F 317.5�40951 www caomcaec In Association with: UACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 W001yaT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawhw: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: FOUNDATION & TREE PIT DRAINAGE PLAN Revisions: Issue Date Drawn By Checked By 05/13/05 KY DTM Certified By: Aki OQ' AR 00880145 -< ME er �p01AM� �RCH I Z Drawing Humbert. 0703 Project Number: 25179 7 PLAN NOTES: 0 EXISTING ELECTRICAL SERVICE POLE TO BE REMOVED BY CINERGY. REMOVE ASSOCIATED UNDERGROUND FEED TO EXISTING LIGHT POLES AFTER NEW SERVICE TO POLES AND TREE GRATE RECEPTACLES HAS BEEN ESTABLISHED. O2 EXISTING LIGHT POLE TO BE REMOVED AND RE— INSTALLED ON NEW BASE WHERE SHOWN. CLEAN INTERIOR /EXTERIOR OF GLOBE. PROTECT POLE AND BASE FROM DAMAGE AND TOUCH —UP PAINT ANY NEW OR EXISTING DAMAGE. SEE DETAIL D2 ON THIS DRAWING. 0 PROVIDE WEATHERPROOF GFCI RECEPTACLE WITHIN TREE GRATE WELL. SEE DETAIL D1 ON THIS DRAWING. O EXISTING LIGHT POLE TO REMAIN. REVISE UNDERGROUND FEED AS REQUIRED TO EXTEND TO RELOCATED POLES AS SHOWN. O5 TO PANEL 'H' CIRCUIT NO.1 IN "OLD TOWN SHOPS" BUILDING ELECTRICAL ROOM. DUSK TO DAWN CONTROL THROUGH BUILDING OWNER PROVIDED CONTACTOR AND PHOTOCELL. GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE. ALL LOCATIONS SHALL BE FIELD VERIFIED. 2. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE — LATEST EDITION ADOPTED BY INDIANA, THE INDIANA ELECTRICAL CODE AMMENDMENTS, LOCAL /MUNICIPAL CODES, AND THE AUTHORITY HAVING JURISDICTION. 3. ALL CONDUIT PENETRATIONS SHALL BE SEALED WITH APPROPRIATE CONDUIT SEALING MATERIAL. 4. ALL CABLE SIZES SHALL UTILIZE COPPER CONDUCTORS. 5. EACH SINGLE PHASE BRANCH CIRCUIT CONDUCTOR SHALL HAVE A DEDICATED NEUTRAL BACK TO THE PANELBOARD. NOTES: 1. SEE CIVIL DRAWINGS FOR THE REMOVAL /DISCONNECTION OF (3) EXISTING LIGHT POLE, AND ASSOCIATED BASE. ELECTRICAL SITE PLAN SCALE: 1" = 20' -0" NORTH LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER NLAMPS LAMP TYPE VOLTS MOUNTING DESCRIPTION 'p' LUMINAIRE— SPRING CITY #SCLEX 1 18-35-175MH—V— CARMEL BLACK. AMP 15 FT. FLUTED STEEL POLE WITH DECORATIVE CAST IRON BASE. POLE — VALMONT #FL210- 600 /GV /H —AB —C— CARMEL BLACK 1 175 WATT 120 POLE REFRACTIVE POLYCARBONATE GLOBE WITH FINIAL. BASE— SPRING CITY #WA- 18— CA— WRAP — CARMEL BLACK 1240/120 METAL HALIDE 3 FUSE SEE BASE DETAIL D2 ON THE DRAWING. PANELBOARD SCHEDULE >�� Checked By MAIN BRCH N NORMAL ❑ EQUIPMENT ❑ LIFE SAFETY ❑ EMERGENCY PROJECT NO. # 1:1 DOUBLE LUGS ❑ FLUSH N SURFACE SE RATED NEMA 4X STAINLESS STEEL MLO 1 AMP VOLT W C.B. ❑ DOUBLE SECTION REMARKS: 10 KAIC 100 1240/120 tr:10:1 3 FUSE DESCRIPTION . PO LE TRIP LITE EQUIP. HEAT 0 A C FUTR. POLE TRIP CIRC. DESCRIPTION POLE LIGHTS 1 1 20 A A 1 20 2 SPARE TREE GRATE RECEPTS 3 1 20 B B 1 20 4 SPARE SPACE 5 1 — A A 1 — 6 SPACE SPACE 7 1 — B B 1 — 8 SPACE SPACE 9 1 — A A 1 — 10 SPACE SPACE 11 1 — B B 1 — 12 SPACE SPACE 13 1 — A A 1 — 14 SPACE SPACE 15 1 — B B 1 — 16 SPACE SPACE 17 1 — A A 1 — 18 SPACE COMP TOTALS IN KVA I IWIRE SIZE: IFEEDER LENGTH: INPUTS DEMAND IN DECIMALS I 1PANEL FED FROM: SEE RISER LIGHTING CIRCUITS GRADE CAST ALUMINUM SINGLE GANG BOX WITH TWO THREADED 3/4" OPENINGS IN BOTTOM. RACO 5331 -0, WITH WEATHERPROOF "WHILE IN USE" COVER CO #5051.-0 BOLT BOX TO CONCRETE WALL. MOUNT TOP OF B 2.5" BELOW BOTTOM OF GRATE. GFI RECEPTACLE SHALL BE HUBBELL MARINE GRADE #GF5252MGY. ALL MOUNTING HARDWARE SHALL BE #304 STAINLESS STEEL 6" HOLE IN GRATE WITH BOLTED COVER SECTION. 36" SQ. TREE GRATE 0 -'--- QUARTER SPHERE OF 18" DIA. CORRUGATED PIPE 12" HIGH WITH SIDES BENT OUT 1/2- FOR MOUNTING FLANGE. SECURE TO CONCRETE SIDE WALLS WITH 4- BOLTS, SET TOP AT 1/2" BELOW GRATE. PLAN VIEW TREE GRATE RECEPTACLE MOUNTING DETAIL NO SCALE #6 AWG GROUND WIRE FINISH GRADE -\ 3/40x1OFT. COPPER CLAD GROUND ROD TO 6" BELOW GRADE WITH EXOTHERMIC WELD ---- 8 - #8 VERT. BARS W/ #3 TIES 0 16 O.C. rD 1 E100 DECORATIVE BASE COVER POLE PROVIDE REQUIRED MOUNTING - -----r i BOLT LAYOUT FOR EXISTING HANDHOLE I i POLE BASES AND FOR NEW TYPE V CORRECT BASE. AOUT FOR EACH APPLICATION. �J L` 1 ANCHOR BOLTS • M b CONDUIT i 24" SQUARE LIGHT POLE BASE FOR TYPE 'P' POLE AND EXISTING POLE RELOCATIONS NO SCALE PHOTOCELL — PARAGON 120V. 'CW -100' SERIES — 3 "x1/4" ANGLE /— RINGLESS METER SOCKET SE RATED PANEL 'A' METER 5' -0" 33#2, 1 1/4* RGS TO CINERGY POLE. TRANSITIO TO 1 1/4 . PVC BELOW GRADE. RUN 1 1/4" RGS UP POLE GRADE TO 15' WITH WEATFFHIIERHEAD I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4' -0" I I I I I I I I I I I I I I I I A i i i i A I LJ I I LJ I I I I I I 11111 I 1' -6" (TYP.) 3' -0" 6#4's #3012" ( #303" FIRST 12" 0 TOP) LAP 8" SECTION A -A NOTES: 1. COORDINATE EXACT MOUNTING CONFIGURATION, FRAME HEIGHT AND WIDTH WITH COMPONENT SHOP DRAWINGS. DIMENSIONS SHOWN ARE APPROXIMATE, AND BASED ON AVAILABLE EQUIPMENT INFORMATION. 2. FASTENING HARDWARE SHALL BE 304 STAINLESS STEEL BOLTS AND STEEL ANGLE IRON AS REQUIRED. ALL ANGLE IRON SHALL BE PRIMED, AND PAINTED WITH GRAY ZINC CHROMATE RUST — RESISTING PAINT. 3. SHIELD PHOTOCELL AS REQUIRED. ALIGN AWAY FROM LIGHT SOURCES. STREET LIGHTING SERVICE PANEL DETAIL rD f 3 SCALE: NO SCALE E100 rDTi� E100 HOLEY MOLEY SAYS. "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL =REE 1- 800 - 428 -5200 FOR CALLS OU —SIDE OF INDIANA. owner CSO SCHENKEL SHULTZ 280 Y. t %th Street, Sv 200, IMivu 1 1 1 — T 317 %48.'1800 F 317.5'.4.095' wwz..sovn.— In Association with: ECL U ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC M WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of archi ectural design concept, the dimensions of the building, the major aroi!de ml elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and compbdon of the requirements of the Contract. on the basis of the general scope indicated or described, the trade contractors shall furnish all kerns required for the proper execution and completion of the work. Drawing Tift ELECTRICAL SITE PLAN Revalons: Issue Date Drawn By Checked By 05/19/05 TWB J$B CertMed By: Drawing Number E100 Project Number: 25179 �.t f-C �rl > _n a� ~1 � o 2 �r o c 6 2 i� v � C x — Q v. CN Ic > F N c�- in C5 cv E \ v L � i r3 �, 0. �'cnC C) f r t E ). INV ( ;T' r I j •U�� 7 S . 4 P 1 "� W , Z LT , � , x.42 TO " ?, tUJ Z L y TO STOR DRAIN M IN ALLE`' nItC3 Y'v Il�;d r, rr'� - T J - j CI l �( tor -- 836,04 it inv 828_5 E. MAIN STREET inv n = c12 8. 14 r ,; 1nw W — 8 9. /r ... 12" roc) I Sf' EET c >c 1 = N Q F1'! L I N E, - "VW 1 / 4, SE 0- T"18[4 -- n Maple 2 O r< r - - cow d. Il,�o I J% f ROPOSED LINE conc. porch 0 j 24' Elm 16.4' 0, j 4.5' 3.5' I (gross} Q.5' N w �. 0- 0 ( 18' Ash 2 -story frame 31 E. Main St. l I FF= 842.37 � 1 0 i -- a 1 175 sq. ft. co U (i c.' r� ° ' ail 28.6' 3C a \ i,, 30.0 i C z Cov'd. Wood Porch 12" Ash 1 I e o 15" Buckeye 15 Walnut - 0 III f osphalt r 36.0 10 Walnut 2- -Story glazed block garage ° IF = 838.63 !i f i 720 sq, ft. 10" 1h'al t a � j' PROPOSED' PROPERTY UNE 6" conc, wall D w /handrail \Ln . t - - __ -- -- - -i0i - — - - - - -- for = 838,-6 inv sw - 837. — „ >, ti — r7_1 �S_," no tet'mli- SL)'3Z iP. S. o idsPi'1'a V Drawn By T,B,M. (BY OTHERS) - RAILROAD SPIKE IN gat ge POLE ON THE 0 J��J OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY I tf. STREET. ELEVATION = 841.53 f' l i l 24 ' [v'a ,Ie TO STOR DRAIN M IN ALLE`' nItC3 Y'v Il�;d r, rr'� - T J - j CI l �( tor -- 836,04 it inv 828_5 E. MAIN STREET inv n = c12 8. 14 r ,; 1nw W — 8 9. /r ... 12" roc) I Sf' EET c >c 1 = N Q F1'! L I N E, - "VW 1 / 4, SE 0- T"18[4 -- n Maple 2 O r< r - - cow d. Il,�o I J% f ROPOSED LINE conc. porch 0 j 24' Elm 16.4' 0, j 4.5' 3.5' I (gross} Q.5' N w �. 0- 0 ( 18' Ash 2 -story frame 31 E. Main St. l I FF= 842.37 � 1 0 i -- a 1 175 sq. ft. co U (i c.' r� ° ' ail 28.6' 3C a \ i,, 30.0 i C z Cov'd. Wood Porch 12" Ash 1 I e o 15" Buckeye 15 Walnut - 0 III f osphalt r 36.0 10 Walnut 2- -Story glazed block garage ° IF = 838.63 !i f i 720 sq, ft. 10" 1h'al t a � j' PROPOSED' PROPERTY UNE 6" conc, wall D w /handrail \Ln . t - - __ -- -- - -i0i - — - - - - -- for = 838,-6 inv sw - 837. — „ >, ti — r7_1 �S_," no tet'mli- SL)'3Z iP. S. o idsPi'1'a V — trame Drawn By T,B,M. (BY OTHERS) - RAILROAD SPIKE IN gat ge POLE ON THE 0 J��J OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 1014 sq. ft. 24 ' [v'a ,Ie Store/ ra[T - co I In f — trame Drawn By T,B,M. (BY OTHERS) - RAILROAD SPIKE IN gat ge POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 1014 sq. ft. 24 ' [v'a ,Ie Store/ ra[T BELOW PAVEMENT SUBGRADE AND ABOVE DETENTION AREA, PLACE GRANULAR, WELL — GRADED SOIL /AGGREGATE MIXTURE, oononc_n LESS THAN 35% FINES. COMPACT IN 5" LIFTS TO 95% PROCTOR DENSITY, 5U UNDERGROUND DETENTION SYSTEM NOT TO SCALE iON- -WOVEN #8 STONE BED SHALL BE WRAPPED IN NON —WOVEN FILTER FABRCC'ER AASHTO M288 CLASS 2. (stone) ! 18" it 8" f. 5.5" PLATE THICKNESS = 112" MIN. STAINLESS STEEL ORIFICE PLATE NOT TO SCALE 6" 12" RCP INV, 827.20 --� 18 "X18" STAINLESS STEEL ORIFICE PLATE BOLTED IN PLACE (4 ANCHOR BOLTS) TO STORM DRAIN MH IN ALLEY RIM ELEV. 833.70 --HEAVY DUTY FRAME & COVER NEENAH R1878 —B7L OR EQUAL T1-.--CONCRETE INLET BOX INV. 828.00 --7 �r 12" HDPE l N V. 827.80 ,77777777� 7777 8„ 6" GRAVEL BEDDING MATERIAL 3.0' DETENTION CONTROL STRUCTURE NOT TO SCALE 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND SYMBOL DESCRIPTION O 10" X 18" FABRICATED REDUCER UNDERGROUND DETENTION SYSTEM (SEE DETAIL) 3' X 15' X 30' STONE BED 0 18" X 12" FABRICATED HDPE REDUCER ® DETENTION CONTROL STRUCTURE (SEE DETAIL) �l CATCH BASIN (SEE SHT. C300) O SEE SHT. C300 FOR DRAINAGE PIPES FROM BLDG, HDPE PIPE JOINTS AND FITTINGS HIGH DENSITY POLYETHYLENE PIPE (HDPE), 12" -- 48" ONLY; CORRUGATED HDPE SHALL CONFORM TO AASHTO M294, TYPE S AND SP, RIBBED HDPE SHALL CONFORM TO ASTM F894 FOR THE SPECIFIED SIZES, SMOOTHWALL HDPE SHALL CONFORM TO ASTM F714 FOR THE SPECIFIED SIZES, HDPE PIPE JOINTS SHALL BE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS OR BUTT HEAT FUSION JOINTS, HDPE PIPES SHALL POSSESS A MALE AND FEMALE PIPE END WHICH ALLOWS THE CONSTRUCTION OF OVERLAPPING, GASKETED PIPE JOINTS IN CONFORMANCE WITH ASTM D3212, FOR THESE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS, THE GASKET INSIDE THE MACHINED GROOVE ON THE PIPE SPIGOT SHALL BE COMPRESSED RADIALLY IN THE PIPE FORMING A WATERTIGHT SEAL. THE GASKET MATERIAL SHALL CONFORM TO ASTM F477, BUTT HEAT FUSION JOINTS SHALL CONFORM TO ASTM D3261, HDPE FITTINGS SHALL COMPLY WITH GENERAL PROVISIONS FOUND IN AASHTO M252 AND AASHTO M294, FITTINGS SHALL BE HIGH MOLECULAR WEIGHT HDPE AND SHALL MEET THE REQUIREMENTS OF ASTM D3350, CELL CLASS PE 334433C. PERFORATED 18" PIPE SHALL HAVE NO LESS THAN 1.5 SQUARE INCHES OF OPENING SPACE PER LINEAR FOOT OF PIPE, HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800- 382 -5544 CAL.,. TOLL FREE 1-800 - 428 -5200 FN CALLS CkIT9DE OF II Owner: Eels CSO SCHEINKEL SHULTZ znoP� 96th aaem, s,,:w ZDO TW m,ou., ry 46M T 3I7."9?VW N 33).T19.QP l wva.C1omc.ner In Association with: ICE33 UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 2i#i Eafppt98ih Street, Sufis 210 �31T}�706tsfX075arta 462!0 T WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET ,& RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These dro,,ings icdroote the generot scope of the Arojeci in ht—s of architectural des;yn cencept, the d:mertiorrs of the br-tfling, She major oroh;tactural aleme'ta and the type of structural, mechanical and eiectncel oyslems. The drowinq, do not necessaniy mdicote o* describe at[ wort required for tint pe €formarrce and of the fequlrernonks of Ib% Contrprt. On the basis of the general scope ndicctPd rr described, the trade controctars sholl furnish oil terns reu aired for the proper - eruiion and "ompiet'ion of the Drawing Title: STORMWATER DETENTION SYSTEM Revisions: Issue Date Drawn By T,B,M. (BY OTHERS) - RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 (1929 NGVD) HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800- 382 -5544 CAL.,. TOLL FREE 1-800 - 428 -5200 FN CALLS CkIT9DE OF II Owner: Eels CSO SCHEINKEL SHULTZ znoP� 96th aaem, s,,:w ZDO TW m,ou., ry 46M T 3I7."9?VW N 33).T19.QP l wva.C1omc.ner In Association with: ICE33 UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 2i#i Eafppt98ih Street, Sufis 210 �31T}�706tsfX075arta 462!0 T WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET ,& RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These dro,,ings icdroote the generot scope of the Arojeci in ht—s of architectural des;yn cencept, the d:mertiorrs of the br-tfling, She major oroh;tactural aleme'ta and the type of structural, mechanical and eiectncel oyslems. The drowinq, do not necessaniy mdicote o* describe at[ wort required for tint pe €formarrce and of the fequlrernonks of Ib% Contrprt. On the basis of the general scope ndicctPd rr described, the trade controctars sholl furnish oil terns reu aired for the proper - eruiion and "ompiet'ion of the Drawing Title: STORMWATER DETENTION SYSTEM Revisions: Issue Date Drawn By Checked By 05/18/05 BM RES Certified By: NiltlfJflpll�i Jg5 �t TF 4"' 10100320 �p STATE OF 'c`F 'ND f A11t�j��a, ss�>OIVT Drawing Nurser: C800 Project Number: 25179 FOUNDATION PLAN SCALE: A" = 1' -0" 0' 1' 2' 4' 8' 16' (i PLAN NORTH PLAN NOTES 1. ELEVATIONS (t), ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. SEE SOILS REPORT FOR DEEP FOUNDATION REQUIREMENT AND SUBGRADE TREATMENT. 5. COLUMN AND WALL FOOTINGS ARE DESIGNED FOR ALLOWABLE SOILS PRESSURE OF 5.0 kst DEEP FOUNDATION SUPPLIER TO SPACE PIERS ACCORDINGLY. PIERS ALONG BEARING WALLS SHOULD NOT BE MORE THAN 9' -0" OC. 6. SEE SPECS FOR CONTROL JOINTS AND CONTROL JOINTS. AW-+W QGT / PRO5911' MMMre0[T 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEM. `0%IIiali / ///� �pONEY MCCQ;;�, \STEIPEO • 79�i/� N o. ••� _-� 860325 �'•. STATE OF �MDI ANA.•' �?1` ON ' O/M i I r s "nm 00.1.05 w. OF THIS OOCVMff(T 15 AN INSTRUMENT OF SERVICE MID 15 THE SOLE PROR327Y OF THE ARCHITECT AND PEDCOR DESIGN 6ROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL, IT5 SUBMI5510N AND DI5TRIWTON TO OTHER PARTE5 15 NOT TO BE CONSTRLeD AS PLL'UGP.TON IN PER06ATION OF COMMON LAW C49PTRI644T, IN7731FC7UAL PROPERTY R16HT5 OR OTHER RESERVED RI644T5. ALL INFORMATION CONTAIN® FBREIN CONSTITUTES TIE ORIGINAL AND LRNP LIBLISF® WORK OF THE ARCHITECY, JAMES R STUT71.7AN, AND PEDCOR DFOON 6ROU'. NO PART OR V• !g OF TH15 DE516N, TFE�£ DRAWINEfi OR TE REa LTIN6 WILDING OR WILDINE6I OR PORTON5 OF THE RESULTING WILDING OR WILDINF{' MAY BE DUPLICATED, COPIED, Ex 13ITEV, PHOTCKRPPI7 ®, "LISHED, MODIFI® OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR MITTEN CONCEIT OF THE AROHITPLT, JAW6 R STITZMAN, AND PEPGOR DESIGN F'EDC.OR. d CDPTTRI&-rr 2005 JAJ•7E'i R. 5TUTZMAN, ANA, INDIANAPOL15 VAIE 52&.2X5 4A'V 11490MCE ICY/. AUTO AD 2" Iwr }O. NM ��e VRA~ RM McCOMAS STRUCTURAL M*' MI FOR9tSIC WaHM NATIONAL CONSIATAWS 1717 East 116th S vot• Suite 200 Carmel, Indiana 46032 317 - 360 -0402 www.mocomomg.aam 317 - 362 -0766 Fax PROZOT TITLE N M O t0 U) am 0 = uj cc M Z 0� �a o� L6 HZ O p0 paZ O F J WW ce cg ya *w TIM FOUNDATION PLAN 5101 10 T__ 6' -51X6 21' -8" 12' -9" 1 8'- 1174x" 20' -0" 5' -8" SEE ENLARGED PLAN f - - - -- -- , THIS SHEET ' M I I A B 00 I die, _ W16x31 +(14' -11 ") 22k zyk- W2455 +(14' -11 Ca co I ,� I I I I — I I N co — iU-) o 10 9 8 7.8 ® +I T3 V7 � - 8/S403 8'- 1174x" 5' -8" — - M, n 3/S403 � II � ca � II JINN !t sl S CURVED HSSB 4x44 ® x x = o0 +(14 -11) a co 00 3 A �o� Ln — — n / Y 6\104 O +, 0 Sim 3 %" EOS H 5/S405 co H 00 {�� x II io � (n co 7=11 HS TOP OF SLAB +(16' -0" "' — X W8x10 /sr• 1�1 5" TOTAL SLAB THICKNESS ® co c C +rsX '171. • �o' . �c 3" NORMAL WT CONCRETE 3 4' -8" H .� ON 2 ", 22 GA GALV M r�J 4 ti`b x` 6 COMPOSITE DECK w/ S. 00 6x6- W1.4xW1 4 WWF 2/S404 1 -544 4" EOS X °� is LJ = T cD H! C. 2 ^ham II SIM 0/S403 F `) - N N _ m - � CD C% II M !1) IS! 5 4 2 1150'-9" 3 15' -0" 26' -8" _ _ 24' -0" I - 26' -8" Go I 00 O I U-) 944" N + cD II M 1' -544" = x u7 x co ® 3 S403 - 8/S403 v v ENLARGED SECOND FLOOR FRAMING PLAN � — _ + + o SCALE: Ya" 0 "6 "1' 2' 4' 8' PLAN NORTH o II 1 I = — 04 I co — L17 CID x a V) — 24' -0" SCALE: Ya" = 1' -0" 1\ w 0 "6 "1' 2' 4' 8'�// PLAN NORTH 4 W8x24 BOTT /STL +(7' -10") VERIFY w/ ARCH � L :L — HSS14x41 8' -8" 1 24' -0" SEE ENLARGED PLAN M ----- - - -•-- /THIS SHEET � I W21 x44 ° I I I m IOLH09 W21 x44 +(14' -11 ") i i 6k W1606 6k = B v1 = (n _ HSS14x4x(s HSS14(4x )f6 CD I HSS14x4x )(s 12/S405 a T/S +(15' -3 ") i c 1 BLHO9 N I 8' -8" 8' -8" ' -2% _ II B/S +(13 -2 ") x Lo B/S +(13 -2 ") + II Lo Li W8x24 CID "' II c�xD SIB N 04 W8x24 id II THHS 00CUPtliT 15 AN INSTRUMENT OF SEZOOE MID 15 THE SOLE PROPERTY OF THE ARCHITECT AND PEM DESIGN 6ROU'. Q W8x24 18LH09 _ 1/S403 ON 2 ", 22 GA GALV COMPOSITE DECK w/ ALL INFORMATION CONTAIN® 1E E IN 15 CONFIDBITIAL. ITS 5U0M1551ON AND DISTR BU ON TO OTHER PART ES 15 NOT TO BE C4N5TR ED A5 PRl LA ON IN DM06ATION OF COMMON LAN COPYRI6HT, INTHIKTUAL PROPERTY MISFITS ON W I Lc) c0 O III _ — 00 CV 6x6- W1.4xW1 4 WWF 1 5403 Lo cn = co II (14 -11" O _ 00 F STRlJC111RAL ENDS FORENSIC EN Z*M NATx14AL C"ITAWS — — _ = I N Lr) = N Ln In Lo ' I I ® I MNODIFI® OR OTHERNLSE DISTRIBUTE]? IN ANN 7 Y THHCUT THE SPr.I FIGS, _ o .- ^ ► i SM v S4 + I PRIOR A � r OF E AG FLT, AME R 5MG AN, AND Q COPYRISW 2005 JAMES R. SVTZMAN, AIA, INDIANAPOLJ5 /S403 / 04 r- F- _ g 2/S404 M 1:14 CV x DATE S J6�006 SI cD = HSSS�6x6xY HSS044 LJ HSS6x6xY HSS6x6xYa HSS644 H '� SS6x6xY " SS6x6xY cD X co co x X co co x ?� cD `X ' X co co � � x v1 ' co co x to � � x x co 00 (n x co 00 N x (.0 m x c0 co x (n p co oo (n x cD 2 S8x6x)6 2 HSS14x4x )(6 = HSS14x4xX6 N 2 HSS14x4xX6 = HSS14x4x s = HSS14x4x(s 11 2 HSS14x4) -'— - EQ)) EQ SS6x x44 (0 8' -8" - 8' -8" (8' -8�) 8' -8" HSS6x6x74 8' -8" HSS6x6xY 8' -8" 11 �x N S8x6x$6- _ _ 00 Go I 00 O I U-) 944" N + cD II M 1' -544" = x u7 x co ® 3 S403 - 8/S403 v v ENLARGED SECOND FLOOR FRAMING PLAN � — _ + + o SCALE: Ya" 0 "6 "1' 2' 4' 8' PLAN NORTH o II 1 I = — 04 I co — L17 CID x a V) — 24' -0" SCALE: Ya" = 1' -0" 1\ w 0 "6 "1' 2' 4' 8'�// PLAN NORTH 4 W8x24 BOTT /STL +(7' -10") VERIFY w/ ARCH � L :L — HSS14x41 8' -8" 1 24' -0" SEE ENLARGED PLAN M ----- - - -•-- /THIS SHEET � I ARGINTEGT / PPAO.GT MMNI4604Nr FIE �0R blil Q1 it K 0 F 335 Rldgapoint Drive Carmal, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) O AEY MSC 860325 STATE OF ONA ��i F AND I ANR••' • ���� rr. -rTr W21 x44 ° I I I m IOLH09 W21 x44 +(14' -11 ") i i `Dn (/) V) N 7(x cD = B v1 = (n _ HSS14x4x(s HSS14(4x )f6 CD I HSS14x4x )(s 12/S405 a T/S +(15' -3 ") i 1 BLHO9 N I 8' -8" 8' -8" ' -2% _ II x Lo B/S +(13 -2 ") + II 0 CID 18LH09 —� 1 I I II c�xD SIB N 04 E.8 o II THHS 00CUPtliT 15 AN INSTRUMENT OF SEZOOE MID 15 THE SOLE PROPERTY OF THE ARCHITECT AND PEM DESIGN 6ROU'. Q W8x24 18LH09 _ 1/S403 ON 2 ", 22 GA GALV COMPOSITE DECK w/ ALL INFORMATION CONTAIN® 1E E IN 15 CONFIDBITIAL. ITS 5U0M1551ON AND DISTR BU ON TO OTHER PART ES 15 NOT TO BE C4N5TR ED A5 PRl LA ON IN DM06ATION OF COMMON LAN COPYRI6HT, INTHIKTUAL PROPERTY MISFITS ON - I l I I � III _ co CV 6x6- W1.4xW1 4 WWF 1 5403 c, !I I TALL NFOWAAT CROENMA � HE1E N CON5TITUTETi TI-E ORIGINAL AND UNPOLISHW WORK OF PE ARGHNTEGY, IAI M R STLTZ AN, AND PEV O (14 -11" O _ ARGINTEGT / PPAO.GT MMNI4604Nr FIE �0R blil Q1 it K 0 F 335 Rldgapoint Drive Carmal, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) O AEY MSC 860325 STATE OF ONA ��i F AND I ANR••' • ���� rr. -rTr co X x x 00 ro x x Op m IOLH09 mw vim `Dn (/) V) N 7(x cD = v1 = (n _ HSS14x4x(s HSS14(4x )f6 (N HSS14x 2 x)(6 HSS14x4x )(s 12/S405 a T/S +(15' -3 ") i sk Wl x36 6k 8' -8" 8' -8" ' -2% _ x Lo B/S +(13 -2 ") 0 CID TOP OF SLAB +(15' -4 ") D.1 �* a ow wP o� DocuMetrs 10 E.8 � THHS 00CUPtliT 15 AN INSTRUMENT OF SEZOOE MID 15 THE SOLE PROPERTY OF THE ARCHITECT AND PEM DESIGN 6ROU'. Q W8x24 - II = ON 2 ", 22 GA GALV COMPOSITE DECK w/ ALL INFORMATION CONTAIN® 1E E IN 15 CONFIDBITIAL. ITS 5U0M1551ON AND DISTR BU ON TO OTHER PART ES 15 NOT TO BE C4N5TR ED A5 PRl LA ON IN DM06ATION OF COMMON LAN COPYRI6HT, INTHIKTUAL PROPERTY MISFITS ON - I MCCOMAS _ co 6x6- W1.4xW1 4 WWF 1 5403 c, TALL NFOWAAT CROENMA � HE1E N CON5TITUTETi TI-E ORIGINAL AND UNPOLISHW WORK OF PE ARGHNTEGY, IAI M R STLTZ AN, AND PEV O (14 -11" O _ F STRlJC111RAL ENDS FORENSIC EN Z*M NATx14AL C"ITAWS — — _ = I N Lr) = N NO PART OR H40LE OF TH15 DESIGN, THESE DRANINGS OR TI-E RESLLTIN6 BUILDING OR BUILDINGS, OR PORTIONS OF TTE RESULTIHY BJILDIN6 aR_ In ' I I ® I MNODIFI® OR OTHERNLSE DISTRIBUTE]? IN ANN 7 Y THHCUT THE SPr.I FIGS, _ o 2 J ^ I N SM v S4 + I PRIOR A � r OF E AG FLT, AME R 5MG AN, AND Q COPYRISW 2005 JAMES R. SVTZMAN, AIA, INDIANAPOLJ5 r- F- ° g 2/S404 M 1:14 x DATE S J6�006 SI cD = U0 '� PRDJZT ND. McOSa'Jb _ -' �.° S403 rn Lr, cAD 1 NO. NrOCAD 2006 N PLOT N0. NOW E i7RM~ SCALE am DRAP" -'— - - HSS6x6xYa HSS6x6x74 HSS6xDXr HSS6x6xY 11 co X x x 00 ro x x Op x ,.. __ x 06 o , ilk, mw vim `Dn (/) V) N 7(x cD to N 2 v1 = (n _ HSS14x4x(s HSS14(4x )f6 (N HSS14x 2 x)(6 HSS14x4x )(s 12/S405 a T/S +(15' -3 ") i i� 8' -8" 8' -8" 8' -8" ' -2% _ Lo 0 TOP OF SLAB +(15' -4 ") E.8 5 TOTAL SLAB THICKNESS 3" NORMAL WT CONCRETE ON 2 ", 22 GA GALV COMPOSITE DECK w/ I MCCOMAS co 6x6- W1.4xW1 4 WWF _tt t t — _ F STRlJC111RAL ENDS FORENSIC EN Z*M NATx14AL C"ITAWS — — 1717 East 116th Street. Suke Z00 Carmel, Indiana 46032 317 - 660 -0402 www.mccomomg.com 317 -562 -0766 Fox PPA7jwT Tm IN M o I N SECOND FLOOR FRAMING PLAN SCALE: A" = 1' -0" 0' 1 ' 2' 4' 8' 16' PLAN NORTH PLAN NOTES 1. ELEVATIONS f, ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. U) G O = Lu L6 Z 0� 3a H �V U) Z 0 O p� paZ O FJ WW ce 99 WV OHM Tnui SECOND FLOOR FRAMING PLAN sao� CURVED HSS&4x +(24' -11 ") ENLARGED THIRD FLOOR FRAMING PLAN SCALE: Y4" = 1' -0" 0 "6 "1' 2' 4' 8' PLAN NORTH ENLARGED THIRD FLOOR FRAMING PLAN SCALE: Y4" = 1' -0" 0 "6 "1' 2' 4' 8' PLAN NORTH — — — — — — — — — f G THIRD FLOOR FRAMING PLAN JLIAM; Y6 = I —V 0'1' 2' 4' 8' 16' PLAN NOTES 1. ELEVATIONS t, ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE 5401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. PLAN NORTH Ai8GF" r / PR0.IGT MANA6EMEf17 FIE COR b[J1 N QKOqP 335 Rldgapolnt Driva Carmal, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) WAL `���t11 u I I I irrri�i pONEY MCC `�. �, •��1STERE •.� �,. 860325 �'• STATE OF ��i f � AND I AN�`••''��, `\� ONA I Y•\\ -- rr�nlY 916MRM coPYRid rr • OPNBF-4vNP op Docalla 5 THIS DOCUMENT 15 AN INSTRUMENT OP 5E YICE ANO 15 THE 5OLE PROPERTY OP THE ARCHITECT AND PE DCOR DESIGN GROUP. ALL fNPORMATION CONTAIN® FEREIN 15 CONFIDENTIAL. IT5 50MI55104 AND D15TRIBRION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PI.BUCATGN IN DE2O&ATION OF COMMON LAW COPYRIGHT, INT9IEGTUAL PROPERTY R16HTS OR OTFBt R05MVM RIGHTS. ALL INFOPMATION CONTAINED HEREIN C STITIREa THE ORI61NAL AND LWUBLISHED WORK OF THE ARCHITECT, JAHg R SNTZMAN, AND PEDCOR DF_516N GROUT'. NO PART OR M40 LE OP TRIO DESIGN, THESE DRANINEf OR THE RESLLTING BUILDING OR BUILDINGS, OR PORTION5 OP THE RESULTTN6 BUILDING OR BUILDIN65 MAY BE DUPLICATED, COPIED, EXHIBITW, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAME5 R STUrO•TAN, AND PEE C DESIGN PEDCOR. Q COPYR16W 2005 JAMES R STJTZMAN, AIA, INDIANAPOLIS DATE 52owl" PRO.BGT ND. t•E75066 C.AD 1 W. AVFVW 2" PLOT "a HIM ORAWMIfi WA&E so VIRA Fks Ran McCOMAS E R I N - STRUCTURAL NGNIMS FORDK IirIGNEERS NATIONAL CONSULTAt ; 1717 East 116th Street Suite 200 Carmel, Indiana 46032 317 - 660 -0402 www.mccowaeog.com 317 -562 -0766 Fox PR0.JBcT Tr" N M O w qe H am 0 = W ca 2 Z OC 3: 4 00 I= L6 ,no 0 SHMMM TH190 FLOOR F12AMINS PLAN caZ WQ c� �Z a� �A WW W� �a yv 5@09 � 0 9 $ �.8 O 6'- 5,7is" i 8' -11Xs" 20' -0" 5' -8" SEE ENLARGED PLAN ----------/THIS SHEET C 12' -9" I 15' -0" W, 26' -8" 4 150' -9" 24' -0" 3 26' -8" z N _I C) N II c) I Lc) Q EL n I Sn n N I iP) Q M • G6 I ENLARGED FOURTH FLOOR FRAMING PLAN 24' -O" NNZOI Wr / PROJZT MANAbaC" FIE OR Ij N 1 qKoqv 335 RidgepaInt Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) `� \\\1u I I I�iriii Av MCc�i,,� Lp 860325 �'• STATE OF ONA rc mp"dow t OrIIIIERW OF VccVmE 115 THRS DOCUMENT 15 AN INSTWMBNT OP SERVICE AND 15 THE 501E "WPERT/ OP THE ARCHITECT AND PEDCOR DE515N 6ROUP. ALL INFORMATION CONTAINED FBZEIN 15 CONFIDENTIAL. IT5 5UBM155ION AND D15TRI13LMON TO OTHER PARTIES 15 NOT TO 13E CON5TIUM A5 R15LJLATION IN DEROGATION OP COMMON LNN COPYRIGHT, INTELLPLNAL PROPERTY R16HM OR OTHER RT�VED RIGHTS. ALL INFORMATION CONTAINED NE IN CON5TITUTE5 T}E ORIGINAL AND LWJBLISF® WORK OF YHE ARCHITECT, .LAMES R 57U7ZMAN, AND PEDCOR DFOON GROUP. NO PART OR WHOLE OF TH15 DE916N, nE9E DRANIN65 OR THE RESULTINS SUILDIN6 OR BULLD1tuf, OR PORTIONS OF TFE RE6ILTIN6 SUILDIN6 OR SUILDIN65 MAY 5E DUPLICATED, COPIED, EXHIBITED, PHOTO&RPPF�, PU51-15FEFD, MODIFIED OR OTHERWISE DISTRISVrED IN ANY WAY WITHOUT THE SPELIFIG AND PRIOR VRIT E N CONSENT OP THE ARCMTELT, JAMES R STUTZMAN, AND PEDLOR DESIGN PEDGJR. Q COPYRIGHT 2005 JAML5 R 51UTZMAR AIA, INOIANAPOLI5 CAD 11113TREWE NO. AIR06+11,0 701 PLOP I NO NOTE DRIW1M1fs SCALE Sts DRAMM REVIdm SCALE: Y4" = 1' -0" P% mmmmm""1 '%N y 0`6'T 2' 4' 8' PLAN NORTH FOURTH FLOOR FRAMING PLAN n�k� \ � SCALE: %" = 1' -0" 0'1' 2' 4' 8' 16' PLAN NORTH PLAN NOTES 1. ELEVATIONS f, ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. McCOMAS I STRUCRIRAI. 9J MS FORBySIC MM NATIONAL CONSULTANTS I 1717 East 116th Street Sulte 200 Carmel, Indiana 46032 317 - 560 -0402 www.mceomasmq.com 317 -562 -0766 fax PRojwT T17LE NM V 0 0 j = u J 0 M Z OG �a o� L6 fA Z O p� paZ O F J W �a lu, U FOURTH FL002 F2AMLN6 PLAN 5@03 7_.e I I ' N W , ------------ -- 1 B - I 00 co I • W21 x44 + 34' -11 -.__ ( ) ek ?k " W16x31 +(34 -11) 7l C TOP OF SLAB +(35-4 ") ;�, o 5" TOTAL SLAB THICKNESS c1I I I 3" NORMAL WT CONCRETE ON 2 ", 22 GA GALV c l cc COMPOSITE DECK w/ — — — — M — — — — �� + — — 6x6 -W1 4xW1 4 WWF LO ® + Q x 3 00 3/S403 1 /S403 Sim N _I C) N II c) I Lc) Q EL n I Sn n N I iP) Q M • G6 I ENLARGED FOURTH FLOOR FRAMING PLAN 24' -O" NNZOI Wr / PROJZT MANAbaC" FIE OR Ij N 1 qKoqv 335 RidgepaInt Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) `� \\\1u I I I�iriii Av MCc�i,,� Lp 860325 �'• STATE OF ONA rc mp"dow t OrIIIIERW OF VccVmE 115 THRS DOCUMENT 15 AN INSTWMBNT OP SERVICE AND 15 THE 501E "WPERT/ OP THE ARCHITECT AND PEDCOR DE515N 6ROUP. ALL INFORMATION CONTAINED FBZEIN 15 CONFIDENTIAL. IT5 5UBM155ION AND D15TRI13LMON TO OTHER PARTIES 15 NOT TO 13E CON5TIUM A5 R15LJLATION IN DEROGATION OP COMMON LNN COPYRIGHT, INTELLPLNAL PROPERTY R16HM OR OTHER RT�VED RIGHTS. ALL INFORMATION CONTAINED NE IN CON5TITUTE5 T}E ORIGINAL AND LWJBLISF® WORK OF YHE ARCHITECT, .LAMES R 57U7ZMAN, AND PEDCOR DFOON GROUP. NO PART OR WHOLE OF TH15 DE916N, nE9E DRANIN65 OR THE RESULTINS SUILDIN6 OR BULLD1tuf, OR PORTIONS OF TFE RE6ILTIN6 SUILDIN6 OR SUILDIN65 MAY 5E DUPLICATED, COPIED, EXHIBITED, PHOTO&RPPF�, PU51-15FEFD, MODIFIED OR OTHERWISE DISTRISVrED IN ANY WAY WITHOUT THE SPELIFIG AND PRIOR VRIT E N CONSENT OP THE ARCMTELT, JAMES R STUTZMAN, AND PEDLOR DESIGN PEDGJR. Q COPYRIGHT 2005 JAML5 R 51UTZMAR AIA, INOIANAPOLI5 CAD 11113TREWE NO. AIR06+11,0 701 PLOP I NO NOTE DRIW1M1fs SCALE Sts DRAMM REVIdm SCALE: Y4" = 1' -0" P% mmmmm""1 '%N y 0`6'T 2' 4' 8' PLAN NORTH FOURTH FLOOR FRAMING PLAN n�k� \ � SCALE: %" = 1' -0" 0'1' 2' 4' 8' 16' PLAN NORTH PLAN NOTES 1. ELEVATIONS f, ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. McCOMAS I STRUCRIRAI. 9J MS FORBySIC MM NATIONAL CONSULTANTS I 1717 East 116th Street Sulte 200 Carmel, Indiana 46032 317 - 560 -0402 www.mceomasmq.com 317 -562 -0766 fax PRojwT T17LE NM V 0 0 j = u J 0 M Z OG �a o� L6 fA Z O p� paZ O F J W �a lu, U FOURTH FL002 F2AMLN6 PLAN 5@03 U WONU Iftv--ell CONSTRUCTION PLANS FOR I' l� At __01 fAW1 REFERENCE MAPS: LOCATION MAP NTg COUNTY VICINITY MAP NTS 0 L "L u REDEVELOPMENT % • - I S I %.,f ,Ilf ON , M, AO I _: I Ell, 11171111111 1 I. I' ilk wy; 'A Ja I i w '. a' I - 117, _ j - -- I S1,51 4" Alf V * _1 F pir 10 411 M DESCRIPTION OF WORK: THIS PACKAGE SHOWS IMPROVEMENTS NECESSARY FOR SITE WITHIN THE PEDDOR PROPERTY PARCEL 13. ZONING B -2, BUSINESS DISTRICT F.I.R.M. MAP NTS � PANEL NUMBER 180081 003C EFFECTIVE DATE MAY 19, 1981 DESIGNATION x CITY OF CARMEL, INDIANA 46038 OPERATING AUTHORITIES: GAS Indiana Gas Company PO Box 1700 Noblesville, IN 46060 (317) 776 -5597 ELECTRIC Cinergy /PSI 1441 South Guilford Carmel, IN 46032 (317) 581 --3048 STREETS /STORM SEWER Carmel Deptartment of Engineering City Hall, One Civic Square Carmel, IN 46032 (317) 571 -2441 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4274 SURVEY: CEA Engineering 9105 E. 56th Street, Suite 2000 Indianapolis, IN 46216 (317) 876 -0064 Phone (317) 876 -0114 Fax WATER /SANITARY SEWER Carmel City Utilities 130 First Avenue Southwest Carmel, IN 46032 (317) 571 -2648 CABLE TELEVISION Time Warner 516 East Carmel Drive Carmel, IN 46032 (317) 844 -8877 CALL BEFORE U -DIG Indiana Underground Plant Protection PO Box 50392 Indianapolis, Indiana 46250 (800) 382 -5544 DMOSSON@a CEA- INC.NET SHEET INDEX: 0000 SITE COYER SHEET 1 of 3 TOPOGRAPHIC SURVEY C100 DEMOLITION PLAN 0200 SITE LAYOUT PLAN C300 GRADING & DRAINAGE PLAN C400 EROSION CONTROL PLAN C500 UTILITY PLAN C600 LANDSCAPE PLAN C700 SITE DETAILS C701 SITE DETAILS C702 SITE WATER DETAILS C703 FOUNDATION & TREE PIT DRAINAGE PLAN C800 STORMWATER DETENTION SYSTEM E101 ELECTRICAL SITE PLAN HOLEY MOLEY SAYS, "DON'T DIG BLIND" 4 1- 800 - 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALKS OU'iSDE OF NUMA Engineers: CSO SCHENKEL SHULTZ 2".2 -9641,Sb­�, S.W Z.h >N 80 't W.W.10 F 111.374 -03,37 www.motme. -mt In Association with: L L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 961h Street, Sutfe 280 IndiaA70'V, indiano 46240 (317) 70b -2075 WOOLPERT Project: OLD TOWN SHOPS OFCARMEL EAST MAIN STREET & RANGELINE ROAD'i CARMEL, IN. 46032 Scope Drawings: These indicote tt?e general scone m the project In terms of architectural design conceat, ?he airr;eneionc of the building, the major arahitectaral elerne;its ono the type of stracfura;, rc:oChc6cQI and eiectrical cysterm The drawings do not necessarliy indicate cr describe oil work required far f-A performance ord completion of the requiraments of the Contract.. On the basis cf the genera; scope Indicated or d,-scribed, the irode contractors shdll furrkri all items required for the proper execatien and completion of the work. Drawing Title: COVER SHEET Revisions: Certified By: oc aIZ 008801 45 -4 � or C000 Drawing Number. Project Number: 25179 CITY OF CARMEL CLAY TOWNSHIP, HAMILTON 8y Issue !setts Date Drawn By Chocked � o,� Certified By: oc aIZ 008801 45 -4 � or C000 Drawing Number. Project Number: 25179 CITY OF CARMEL CLAY TOWNSHIP, HAMILTON 8y 45120105 K KM D DTM � or C000 Drawing Number. Project Number: 25179 CITY OF CARMEL CLAY TOWNSHIP, HAMILTON 24' -0" 3' -0Y4" _ I _ 3' -71!" 12' -3 3f6" A R — R� x B 00 C co � I I in C.2 — t0 I R I 0 N u I L vai in I 0 N u i LO Q to Ia I SCALE: Y +° = 1' -0" 0 "6 "1' 2' 4' 8' PLAN NORTH 24KCS4 15 S403 _ R cn I co — — — W7 + tG X An EOD ¢ C14 CL C14 O .Cd Ck: LJ — +' M X - c0 I� = ISS8x6xy _ 9%" 1' -5Y" N p DL = 211 PLF LL = 503 PLF CD r° ° I co Sit 711 1 1 � Q Lj 116/S404 II 16/S404 JOIS' All — 7 HSS , HSS6x6xY HSSfix6xYa HS 6x6xY4 M T/ HST x6xY HSS6x6x) HSS6x6xy HS 6x6xY HSS6x6xYa HSS6x6xY HSS6x6xY HSS6x6xY4 HSS6x6x), D X CD HSS6x6xY tD x cD ID x c0 X D m x t0 x x x cD x cD x x cG x �2 cD x x cu x x cX X x x co x x CD X x CID x tD X x X oo CD X x 00 to X to X 00 t0 X X �O r7 '��`' 1 I CD 00 cn co cn 00 to cn 00 cn t0 cn 00 cn to to 00 cn t0 V) OD cn t0 OD cn cn X ago cn ao cn cn co �' co N = V) (n fJ) = 2 HSS8x6x% rn S HSS14x4x 2 to 2 HSS14x4x )(6 cn 2 (/) 2 HSS14x4xX6 cn S cn = HSS14x4x cn 2 6 to N 2 2 HSS14x4XX6 to Cn S 2 HSS14x4x){6 N = HSS14x40(is = HSS14x4x)6 = N HSS14x4x )(6 = HSS14x'X& _ (fin HSS14x411 6 = HSS14x4x )(6 / 6 _ 4 tx ISS6x6xYa tc 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" 8' -8" ' -2% X rip v°° i i 00 _ = 00 24KCS4 15 S403 _ R cn I co — — — W7 + tG X An EOD ¢ C14 CL C14 O .Cd Ck: LJ — +' M X - c0 I� = ISS8x6xy _ 9%" 1' -5Y" N p DL = 211 PLF LL = 503 PLF CD r° ° I co 15/S402 10 %" EOD LOW ROOF FRAMING PLAN + SCALE: 1i" = 1' -0" 0 0'1' 2' 4' 8' 16' PLAN NORTH a PLAN NOTES 1. ELEVATIONS f, ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS — EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. B 0 SEE PLAN 22' -8" 17' -9" DL = 211 PLF LL = 503 PLF 5 -0" PAL= 200 LB DL = 136 PLF LL = 126 PLF 711 1 1 � Q 24LHSP1_ SP JOIST DIAGRAM SCALE: NOT TO SCALE Afr.M GT / PPO.WT MANASEMM FIE FOR b[J1 N QKOW 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) �eAL �� �.��,G \S7EgE�•.� %i 860325 ATE OF STATE OF AN''•, SWAIM cOpyvww 6 Owm9touP OF DOCAHNM THIS DOCUMENT 15 AN INSTRUMENT OF SBNICE MID 15 THE SOLE PROPl Ty OF THE ARCHITECT AND FEDCOR DESIGN U N GRP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. ITS 5U5MI5510N AND DISTRIBUTION TO OTHER PARTIES 15 NOT TO BE CON5TR D AS REUCATION IN DE206AT10N OF COMMON LW COP1Tt16HT, IN79J.I5--TU0kL PROPERTY R16HTS OR OTHER RESERVED R16NT5. ALL INFORMATION CONTAIN® F$REIN CON5TITUTES THE OR6INAL AND UA'UBLISHED WORK THE ARCHITFi.7, JAFg R STUYLMAN, AND PEDC,OR DE916N GROUP. NO PART OR WHOLE OF TH15 0E516N, TFCSE DRAAINEfi OR THE RESULTING BUILDIN6 OR BUILD I465, OR PORTIONS OF THE RF.5LLTN6 ElILDIR6 OR E)1LDI N65 MAY BE DUPLICATffi, COPIED, EXHIBITED, PHO706RM1 ®, PLOLI M, MODIREP OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPe IFIC AND PRIOR WITTEN CONN NT OF THE ARCHITECT, JAMES R STUKMAN, AND PEMOR DE516N POOR. Q COFYRI&HT 2005 JAMES R EiVr7MAN, AIA, INDIANAP01-I5 DATE. 526JIM5 PRO:eroT NO. ME 25M C11tiD NO. A11=000 20 PLOT NO. NOW PRA~ Woke See DRA M REV11911015 McCOMAS I STRUCUURAL 9J MS FORNK 9MS NATIONAL CONSULTANTS 1717 East 116th Street Suite 200 Carmel, Indiana 46032 317 - 560 - -0402 www me comaeor4c om 317 -552 -0766 Fax U) am 0 J = LU (42 Z 0� 3a o� I= LLI U) z 0 0 00 a z O W LU 2 �wo a Hv SHM ME LOW 200E F9AMING PLAN 5 t 0 Z i W m HIGH ROOF FRAMING PLAN SCALE: IA" = 1' -0" 0' 1 ' 2' 4' 8' 16' PLAN NORTH PLAN NOTES 1. ELEVATIONS t, ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. Aftc+nEGT / FROJEGT MANAG04 lr F E b OR Eel � 335 Kidgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL .��` pO�EY•M�C '�% ��.��G \STERf�•.����i N0. _-� 860325 �'. STATE OF DNA GOPrRIdNr II Or+ER%rP OF VOC Mn THIS DOQABIT 15 AN INSTRUMENT OF 5Ei ACE A410 15 THE SOLE PROPERTY OF THE ARCHITECT AND PEDOOR DESIGN 5ROUP. Al- INFORMATION CONTAIN® HEREIN 15 CONFIDENTIAL. IT5 5UBM155ION AND D15TRIBUTION TO OTH@i FARTIE5 15 NOT TO BE CON5TRd1® A5 F 15L GAT1ON IN DEP06ATION OF COMMON LAYi COPTRI64T, INTELI.ECTUAL PROPW71 RI6HTS OR 011f2 ReeERVM RI6HTS. ALL INFORMATION CONTAINED H57EIN CONSTITUTE5 TFE OR161NA. AND UNP116LI%M HORK OF THE ARCH TECT, JAMES R. SWUMAN, AND PRXOR DE5I6N 6ROUP, NO PART OR M40LE OF TH5 DESIGN, TFESE DRAHIN55 OR THE RESf.LTIN6 EUILDI N6 OR EIIILDIN65, OR PORTION5 OF TW RE5ULTIN6 E1ILDIN6 OR EUIlDIN65 MAY EE DUPLICATED, COPIED Exmi3iTM, PHOT06RA& FH , PLgL15HED, MODIRED OR OTHERWISE DISTRIBUTED IN ANY VNAY WITHOUT THE SPECIFIC AND PRIOR VRITTEN CON5ENT OF TIE ARCHITECT, JAME6 R. 5TURINAN, PJND FEDC.OR DE516N PEDC.OR. © C.OPYRISW 2005 JAMES R 5N AR AIA, I.NyDI.A�NA�POLI5 DAM O3 PRO.BGT NO. MEI2SOSO G+W N0. A"OW 2" FILM REP11FEW2 NO. NODE u' 92 PRA" McCOMAS STRUCI m aka m FOBENSIe mms Mum U)NSUI.Tmm 1717 East 116th Street. Suite 200 Carmel, Indlonc 48032 317 -560 -0402 www.meeomami%eam 317 -562 -0766 Fax PRO.EGT T rnz IN cq 0 j = W cc Z 0� �a o� L6 C04 U) z 0 0 00 � az OF J Lu W 2 ce cg 1=a M 0 *w TITLE NIGH ROOF FRAMING PLAN SN�r N1�4t 530@ ABBREVIATIONS LIST AR ANCHOR RODS MBM METAL BUILDING MFR ABV ABOVE MCJ MASONRY CONTROL JT ACI AMERICAN CONCRETE INSTITUTE MECH MECHANICAL ADD'L ADDITIONAL MEZZ MEZZANINE ADH ADHESIVE MFR MANUFACTURER ADJ ADJACENT MIN MINIMUM AESS ARCHITECTURALLY EXPOSED MISC MISCELLANEOUS STRUCTURAL STEEL MO MASONRY OPENING AFF ABOVE FINISHED FLOOR MOM MOMENT AGGR AGGREGATE MSW MASONRY SHEAR WALL AHU AIR HANDLING UNIT MSL MEAN SEA LEVEL AISC AMERICAN INSTITUTE OF MTL METAL STEEL CONSTRUCTION MW MASONRY WALL AISI AMERICAN IRON AND NIC NOT IN CONTRACT STEEL INSTITUTE NO NUMBER ALUM ALUMINUM NS NEAR SIDE ALT ALTERNATE NTS NOT TO SCALE APA AMERICAN PLYWOOD ASSOCIATION 0/0 OUT TO OUT APPROX APPROXIMATE OA OVERALL ARCH ARCHITECT OC ON CENTER ARCH'L ARCHITECTURAL OD OUTSIDE DIAMETER ASTM AMERICAN SOCIETY OF OF OUTSIDE FACE TESTING MATERIALS OH OVER HEAD AWS AMERICAN WELDING SOCIETY OPNG OPENING L ANGLE OPP OPPOSITE BAL BALANCE OPP HD OPPOSITE HAND BB BOND BEAM OSB ORIENTED STRAND BOARD B/B BACK TO BACK OSL OUTSTANDING LEG BC BOTTOM CHORD OVS OVERSIZE HOLE BD BOARD PAF POWDER ACTUATED FASTENER BLDG BUILDING PC PRECAST BLK BLOCK PL PLATE BLW BELOW PLF POUNDS PER LINEAR FOOT BM BEAM PLYWD PLYWOOD BOTT BOTTOM PNL PANEL BP BEARING PLATE PROJ PROJECTION BRDG BRIDGING PSF POUNDS PER SQUARE FOOT BRIG BEARING PSI POUNDS PER SQUARE INCH BRK BRICK PSL PARALLEL STRAND LUMBER BS BOTH SIDES PT PRESSURE TREATED BSMT BASEMENT PTN PARTITION BTWN BETWEEN PVMT PAVEMENT BUC BUILT UP COLUMN R RADIUS C CAMBER RD ROOF DRAIN C/C CENTER TO CENTER REF REFERENCE CANT CANTILEVER REINF REINFORCE(D) (ING) (MENT) CAIS CAISSON REQ'D REQUIRED CFS COLD FORMED STEEL REV REVISION /REVISED CJ CONTROL AND OR RO ROUGH OPENING CONSTRUCTION JOINT RRD ROOF RELIEF DRAIN CL CENTERLINE RTN RETURN CLR CLEAR RTU ROOF TOP UNIT CMU CONCRETE MASONRY UNIT RW RETAINING WALL COL COLUMN SCHED SCHEDULE COORD COORDINATE SECT SECTION COMP COMPACTED SHT SHEET CONC CONCRETE SIM SIMILAR CONN CONNECTION Si SAWCUT JOINT CONST CONSTRUCTION SJI STEEL JOIST INSTITUTE CONT CONTINUOUS SL SLOPED CONTR CONTRACTOR SPA SPACE(S) CTR CENTER SPECS SPECIFICATIONS CTR'D CENTERED SQ SQUARE DIA DIAMETER SS STAINLESS STEEL DIAG DIAGONAL SSL SHORT SLOTTED HOLES DIM DIMENSION STD STANDARD DL DEAD LOAD STIFF STIFFENERS DLT DEEP LEG TRACK STL STEEL DO DITTO STRUCT STRUCTURAL DN DOWN SYMM SYMMETRICAL DTL DETAIL T&B TOP AND BOTTOM DWG DRAWING T&G TONGUE AND GROOVE DWL DOWEL TB TIE BEAM EA EACH TIC TOP CHORD EE EACH END TEMP TEMPERATURE EF EACH FACE TF TRENCH FOOTING EJ EXPANSION JOINT THK THICK ENG ENGINEER THKS THICKENED SLAB ELEV ELEVATION THR'D THREADED ELECT ELECTRICAL TL TOTAL LOAD EOD EDGE OF DECK TOP'G TOPPING EOS EDGE OF SLAB TRANS TRANSVERSE EQ EQUAL TYP TYPICAL EQUIV EQUIVALENT UNO UNLESS NOTED OTHERWISE ES EACH SIDE VERT VERTICAL EW EACH WAY VIF VERIFY IN FIELD EXIST -EX EXISTING w/ WITH EXP EXPANSION WD WOOD EXT EXTERIOR WO WINDOW OPENING (MASONRY) F/ FACE OF WP WORKING POINT FD FLOOR DRAIN WT WEIGHT FDN FOUNDATION WWF WELDED WIRE FABRIC FIN FINISH ELEVATION TOP AND FLR FLOOR BOTTOM OF LIST FLG FLANGE FS FARSIDE T/ ELEVATION, TOP OF FTG FOOTING B/ ELEVATION, BOTTOM OF GA GAUGE T /BB TOP OF BOND BEAM GALV GALVANIZED T /BM TOP OF BEAM GB GRADE BEAM T /CONC TOP OF CONCRETE GC GENERAL CONTRACTOR T/F TOP OF FOOTING GL GLULAM T /LDG TOP OF LEDGE GR GRADE T /MAS TOP OF MASONRY HC HOLLOW CORE T/P TOP OF PIER HD HOLD DOWN T /SLAB TOP OF SLAB HGT HEIGHT T /STL TOP OF STEEL HI HIGH T/W TOP OF WALL HK HOOK T /GB TOP OF GRADE BEAM HORIZ HORIZONTAL T /CATS TOP OF CAISSON HP HIGH POINT B /PL BOTTOM OF PLATE HS HEADED STUD B/F BOTTOM OF FOOTING HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER SYMBOLS IF INSIDE FACE 0 DIAMETER INFO INFORMATION DEGREE INT INTERIOR 1� ELEVATION INV INVERT JST JOIST f PLUS OR MINUS JT JOINT K KIP KO KNOCK OUT LB POUND LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM UUL MAKK, Jtt bUltUULt WK ACTUAL SIZE, BASE PLATE AND ANCHOR RODS P16 = PIER, SEE SCHEDULE P16 T/P = TOP OF PIER ELEV T/P - (0'- 8') F40 = COL FTG MARK SEE SCHED F40 �c,`� I 1%0 T/F = TOP OF FTG ELEV T/F - (2--�) 1 N POCHE INDICATES [- LIMITS OF SLAB 3 �� -0 DEPRESSION L --- J 1 �_ CONCRETE MASONRY UNIT WALL (MW)---,- T SLAB SEE SCHED FOR SIZE AND REINF HATCH REPRESENTS 111 :ZTT111111] MASONRY WALL INDICATES T/W = TOP OF WALL ELEV TOP OF EE SCHEDULE CONCRETE WALL (CW), S CONIC SLAB FOR WALL THICKNESS AND REINF -------------- �rri�CW8T /W_(0_ -8 ")J I �1 -- JR- - - - - - - - - - - �-- -17WF24 T/F - (2' -8 ") 1/S400 CONCRETE WALL FTG (WF), SEE SCHED FOR FTG SIZE AND REINF INDICATES PLAN DETAIL T/F = TOP OF FTG ELEV SECTION CUT COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS, LINO FOUNDATION PLAN LEGEND SCALE: NTS COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS, UNO BEAM CAMBER U NUMBER OF SHEAR STUDS - -� o INDICATES JOIST SIZE 2/S400 INDICATES PLAN DETAIL TOP OF JOIST GIRDER ELEV X N JOIST GIRDER SIZE + z m c� HORIZ BRIDGING "X" BRIDGING - MOMENT CONNECTION 0 9 -EDGE OF DECK, CONT PERMITER ANGLE W1 422 +(22'-11") - Z7; _ + N - X 3 a0_ +(23' -11 ") z Q a O o 5 I o N a ° + U_ O N z X r - � 32LH12 OPENING THRU DECK AND FRAMING INDICATES SECTION CUT TOP OF STL ELEV UNFACTORED REACTION IN KIPS TOP OF STL ELEV BEAM SIZE JOIST SIZE \ INDICATES KNEE BRACE v m A Y \\ W14x22 +(24' ELEVATION INDICATES BRACING 1/S500-.., INDICATES FRAMING ELEVATION FRAMING PLAN LEGEN D SCALE: NTS COLUMN FOOTING SCHEDULE MARK SIZE REINFORCEMENT F4.0 4' -0" x 4' -0' x 14" (4) #5 EW F5.0 5' -0" x 5' -0" x 14' (5) #5 EW F6.0 6' -0` x 6' -0" x 16" (7) #5 EW F7.0 7' -0" x 7' -0" x 20" (6) #6 EW COLUMN FOOTING SCHEDULE NUItS: 1. Provide 3" concrete cover on bars. 2. Use concrete brick or CRSI Class 3, CHCP wire bar supports at S -0 ". WALL FOOTING SCHEDULE MARK SIZE (W x D) REINFORCEMENT WF24 2' -0" x 14" (3) #5 Cant Top & Bottom WF36 3' -0" x 14" (4) #5 Cant Top & Bottom WALL FOOTING SCHEDULE NUTE5: 1. Provide 2" concrete cover for top bars & 3" concrete cover for bottom bars. 2. Use concrete brick or CRSI Class 3, CHCP wire bar supports at 3' -0 ". BEARING PLATE SCHEDULE MARK SIZE (TxWxL) REMARKS Bpi Y "x8 "x8" HSS6x6x%i6 %` x 12" x 12" (4) Y4" A36 HSS6x% HSS6x6x% ' x 12" x 12" (4) N` A36 HSS8x% HSS8x8x% Y" x 14" x 14" BEARING PLATE SCHEDULE NUILb: 1. Hold bearing plate back V from face of wall. 2. Provide (2) )2 W headed anchors for masonry bearing, uno 3. Provide (2) �'4 "x8" headed anchors for concrete bearing, uno STRUCTURAL STEEL NOTES SS1. All structural steel shall conform to the following: W Shapes A992 -50, Grade 50. Angles, Channels, Plates, Bars ASTM A36 (Fy =36 ksi) HSS Tubes ASTM A500, Grade B (Fy =46 ksi) HSS Pipes ASTM A500, Grade B (Fy =42 ksi) Anchor Rods ASTM F1554, Grade 36 SS2. All steel shall be detailed, fabricated and erected in accordance with AISC "LOAD & RESISTANCE FACTOR DESIGN FOR STRUCTURAL STEEL BUILDINGS" and the "CODE OF STANDARD PRACTICE ", Third Edition. SS3. All bolted connections shall be made with 3/4" diameter, A325 bolts with nuts and washers, unless otherwise noted. All connections shall be shear bearing connections tightened to snug -tight condition, unless otherwise noted. All connections shall conform to the LRFD SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. SS4. All shop and field welds shall be made using E70 electrodes or equivalent. SS5. All headed concrete anchors shall be ASTM A108 (Fy =50 ksi), 3/4" diameter x 4" after welding, unless noted otherwise. SS6. Steel fabricator shall obtain the size and location of all openings for grilles, louvers, etc. before proceeding with the fabrication and erection of any required frames. SS7. Provide Heckman #129 and #130 channel slot and channel slot anchors at all columns that abut masonry walls, unless noted. SSB. Provide temporary bracing of the structure until all permanent lateral support is in place. SS9. Structure Stability: The entire roof and /or floor decking materials must be fully erected and connected to the supporting steel and the AAC wall must be in place before temporary, erection braciing is removed. STEEL JOISTS NOTES SJ1. Provide all joists, bridging and accessories for the complete erection of joists in accordance with the current Steel Joist Institute STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS" and Underwriters Laboratories "STANDARD, FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS ". SJ2. Bridging shall be completely erected and joists aligned before any construction loads are placed on joists. SJ3. Do not weld bottom chord of joists to columns unless noted on drawings. SJ4. Install erection bolts at all joist girder to column and joist to column connections. SJ5. Where ballasted roofing is not shown on architectural drawings, provide uplift bridging at all joists as per "STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS" for a net uplift load of 12 psf. STEEL DECK NOTES MD1. All metal deck material, fabrication and installation shall conform to Steel Deck Institute" SDI SPECIFICATIONS AND COMMENTARY" and "CODE OF RECOMMENDED STANDARD PRACTICE ", Current edition, unless noted. MD2. Roof deck shall be welded using a 36/4 pattern with (1) #10 TEK sidelap fastener unless otherwise shown in typical detail. MD3. Provide TS 2 1/2x 2 1/2x 118 deck support, field welded to joist or beam at all deck span changes. MD4. Provide L3x3x1 /4 deck support at all columns where required, unless noted. MD5. Provide 20 gauge cover plate at all roof deck span changes. MD6. Provide L3x3x1 /4 at all unsupported edges of deck and around roof perimeter, unless otherwise noted. MD7. All deck shall be provided in a minimum of 3 -span lengths where possible. COLD FORMED STEEL FRAMING NOTES SF1. All light gage, cold formed steel (CFS) members shall conform to the following: Exterior Wall Studs: 6" x 1 5/8" x 16 gage Spacing = 16" OC, u.n.o SF2. Provide steel tracks complying with ASTM C955, thickness to match studs, 2" flange width. SF3. Provide 1/2" ASTM F1554, Grade 36 hooked anchor bolts at all steel tracks, u.n.o. Anchor bolt spacing = 48" OC, u.n.o. Provide anchor bolt at 8" from the ends of all walls, u.n.o. SF3. All cold formed steel members shall have G90 galvanized coating. SF4. All cold formed steel members shall conform to ASTM A653, Grade 50, Class 1 or 2. SF5. All cold formed steel members shall comply with the requirements of the latest AISI Specification. SF6. Field welding is not permitted. Provide screwed connections. SF7. For all non -load bearing studs, provide deflection clips isolating the stud from the primary structure. SF8. Provide 5/8" plywood sheathing on outside face of all exterior wall studs. AUTOCLAVED AERATED CONCRETE (AAC) NOTES M1. All Autoclaved Aerated Concrete units shall be strength class AAC -4. M2. Leveling bed mortar shall be Type M. M3. All block shall be layed in a running bond pattern. M4. Course grout shall be used were grouting is required. Slump shall be 8" +/- 1 ". Minimum grout compressive strength shall be 3000 p.s.i. M5. All reinforcing shall be ASTM A615 Grade 60 (Fy =60 ksi). Lap all reinforcing a minimum of 48 bar diameters. M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at control joints. M7. Provide "L" bars at all bond beam comers as required. M8. All attachments to block shall be made with Hilti HX 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Anchors shall be installed per manufacturer's recommendations. M9. All cores with reinforcing steel shall be grouted solid. COLUMN SCHEDULE MARK SIZE BASEPLATE (TxWxL) ANCHOR RODS HSS6x -6 HSS6x6x%i6 %` x 12" x 12" (4) Y4" A36 HSS6x% HSS6x6x% ' x 12" x 12" (4) N` A36 HSS8x% HSS8x8x% Y" x 14" x 14" (4) -XV A36 COLUMN SCHEDULE NOTES: 1. See typical details for column base construction. AUTOCLAVED AERATED CONCRETE WALL SCHEDULE MARK TYPE REINFORCING AAC10 10" AAC #5 0 32" OC VERTICAL L 6 x 3Ys x% (ILLV) wall bond pattern. (2) #5 0 6' -0" OC HORIZONTAL AAC WALL SCHEDULE NOTES: 1. Grout all cores with rebor solid, unless noted otherwise. 2. Reinforcing steel in bond beams shall be continuous across control joints unless noted otherwise. PIER SCHEDULE MARK SIZE REINFORCEMENT P18 18" x 18" (4) #6 VERT PIER SCHEDULE NOTES: 1. Provide %" concrete cover over ties. 2. See typical pier elevation for tie and vertical bar placement. 3. Provide CRSI Typ Bar Bend No T5 ties for all veritcal face bars, if there are more than four vertical bars in the pier. BLOCK LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS OPENING CONCRETE LINTEL Up to 6' -8" Precast Concrete (3000 psi, 145 pcf), (1) #5 T&B 8" Deep x L 5 x 3Y x 9(6 (LLV) 4" Wide, multiples to match wall thickness. Scored to match L 6 x 3Ys x% (ILLV) wall bond pattern. 6' -9" TO 10' -0" Concrete Bond Beam Lintel Block, filled with concrete or Live Load: grout (3000 psi), w/ (2) #5 T&B 16" Deep x Wall thickness. TYPICAL BLOCK LINTLL SCHLUULt NUItJ: 1. Precast lintels shall have 8" bearing on each end of opening. 2. Bond beam lintels shall extend 16" into wall on each side of opening. 3. Precast lintels shall be shored in center for 3 days. 3. Bond beam lintels shall be shored in center for 28 days. BRICK LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS CLEAR OPENING STEEL ANGLE Up to 5' -0" L3hx3hxW1e 5-1" to 7' -0" L 5 x 3Y x 9(6 (LLV) T -1" to 10' -0" L 6 x 3Ys x% (ILLV) TYPICAL BRICK LINTEL SCHEDULE NU Its: 1. All lintels shall have 8" bearing at each end. 2. All exterior lintels shall be galvanized. 3. All interior lintels shall be shop primed with two coats of epoxy paint. GENERAL NOTES G1. BUILDING CODES: Model: International Building Code 2000 Local: Indiana Building Code 2003 Steel: American Institute of Steel Construction, LRFD 2nd Edition Concrete: American Concrete Institute, 318 -99. G2. DESIGN LOADS: Main Roof Dead Load: 27 psf Live Load: 25 psf All Floors Dead Load: 68 psf Partition Load: 20 psf Live Load: 50 psf Balcony 1 Dead Load: 57 psf Partition Load: 0 psf Live Load: 100 psf SNOW Ground Snow Load: 25 psf Flat Roof Snow Load: 20 psf Snow Exposure Category: C Snow Exposure Factor: 1 Snow Importance Factor: 1.00 Thermal Factor: 1 WIND Basic Wind Speed: Wind Importance Factor: Building Classification: Wind Exposure Categro: SEISMIC Seismic Use Group: Seismic Design Category: Spectral Response, Sds: Spectral Response, Sd1: Site Class: Basic Building System: Basic Resisting System: Design Base Shear: Analysis Procedure: 90 mph 1.00 2 1 1 C 0.21 0.16 D 1. Bearing Wall Systems 1G. Intermediate reinforced masonry shear walls 2106.1.1.4 0.061 W Static G3. Reactions and forces indicated are Allowable Stress Design Service loads. G4. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all discrepancies to the attention of the engineer immediately. G5. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer /architect immediately for modification of drawings. G6. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all openings may not be completely indicated in the structural drawings, the respective contractor shall verify their work with all other disciplines. G7. The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means, methods, techniques, sequences or safety procedures during construction. G8. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted otherwise. G9. Provisions for future expansion: Vertical: None Horizontal: None REINFORCED CONCRETE NOTES (Foundations, Slabs &Walls) RC1. All concrete shall have the following 28 day compressive strengths: LOCATION STRENGTH AIR ENTRAIN. Wall Footings, Spread Footings: 3000 psi 2% All concrete below frost line,exterior slabs, piers, walls, columns, grade beams Concrete exposed to freeze /thaw: 4000 psi 6% Interior slabs on grade, fill for metal deck: 4000 psi Non AE RC2. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315 -99, ACI 318 -99 and CRSI MSP -1 -01. RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A -615, Grade 60. RC4. Chamfer edges of exposed concrete 3/4 ", unless noted otherwise. RC5. Contractor shall make four, 6 "x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare. RC6. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8 ". RC7. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301 -99. Contractor is solely responsible for the design and construction of all formwork, falsework and shoring. RC8. Provide the following coverages over reinforcing: Footings: Bottom and Unformed edges 3" Formed edges and top 2" Slab on grade: Welded wire fabric Upper Third Reinforcing Steel 2" RC9. Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete. DEEP FOUNDATION AND SLAB ON GRADE NOTES SF1. Design Soil Bearing Pressure: Spread Footings 5000 psf (After Rammed Aggregate Pier Installation) Wall Footings 5000 psf (After Rammed Aggregate Pier Installation) (Based on soils report prepared by Altz & Witzig Engineering, Inc.Report # 051N0170 ). SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project specifications. SF3. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1 -1/2 -inch sieve and not more than 12 percent passing a No. 200 sieve. SF4. Slabs shall be placed on compacted, free - draining, frost -free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse - aggregate grading Size 57; with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM- D1557), placed in 6" to 8" lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same requirements. See soils investigation report for further recommendations. SF5. Undercutting of the soil for foundation and /or slab placement may be required. These drawings do not indicate the entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF6. If dewatering is required, sumps shall not be placed within the foundation excavation. SF7. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations. SF8. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings. SF9. Shallow foundations may be earth- formed where the excavation permits. If earth- forming is used, add 2" to the width and length of all foundations. SF1 0. The bottom of all foundations shall be a minimum of 36" below final grade. �pN..........MCC, `���.Q�G \STEQE�•., iii' O860325 STATE ATE OF OF •: ��i,F AHD I AN►• .•� � �� DNA ,. .o5 cOPYRl w 4 OPM111"W OF voc" tB TH15 DOCU4NT 15 AN INSTRMPNT OP 56N PE ICE AND 15 THE SOLE PROPERTY OF THE ARGNITiLT AND FEDCOR DESIGN GROUP. ALL INFORMATION CONTAIN® H6PEIN 15 CONFIDENTIAL. 175 "MI5510N AND DISTREUNON TO OTH9R PARTIE5 15 NOT TO BE CONSTRUE AS P OUr A"ON IN VORO&AnON OF COMMON LAN COPTRI644T, INTELLECTUAL PROPERTY RI6H15 OR OTFEZ RL5MVW RI&HT5. ALL INFORMATION CONTAINED IEMEIN CON51ITLITE5 7FE OR161NAL AND VAM3LI%0:) WORK OP THE ARCHITECT, JAMES R SWr7MAN, AND PED(OR DE516N GROUP. NO PART OR 440LE OF THI5 DE51(W nf5E DRAW WS OR 11E REaLTIN6 E1ILDING OR BUILDINGS, OR PORTIONS OF TIE RESULTING WILDING OR BUILDIN69 MAY EE DUPLICATED, COPIED, EXIMBITED, PHOTOGRAFI�, PUBL15FP, MODIFIED OR OTHERWISE DISTRIBIlTFD IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF Tt a ARLFATEGT, JAMES R STUrZMAN AND FEDCOR VI5a6N PEVCOR. © COPTM164r 2005 JAMES R 57U -ZMAN, AIA, INDIANAPOLI5 DATE 52152005 I0111110"T No. MEMN COO Y431349CE NO. mnvc w w PLOT F430NEW2 NO. NOW DRµ 71:%112 D N6 McCOMAS 11 101 sTRUCR M 94MM KoRENSIC eMM NATIONAL CONUT�wrs 1717 East 116th Street Suite 200 Carmel. Indiana 46032 317 -560 -0402 W".mCOMOSWOCOm 317 -562 -0766 Fax PPRuicT TnLE N CA am 0 MJ = W (02 Z 19 �v O U0 HZ 10 O 049 J aZ O FJ Lill W agog P Q N) t� SHWTM GENERAL NOTES, SCNEOULES AND LEGENDS 5401 40 D 40 D 40 D r, a e � y a C° NOTE: ALL BENT BARS SAME f ALL BENT BARS SAME SIZE AND SPACING AS SIZE AND SPACING AS HORIZONTAL STEEL HORIZONTAL STEEL CORNER DETAIL INTERSECTON TYPICAL REINFORCED WALL DETAILS SCALE: NTS VERTICAL REINF (CONT THRU BOND BEAM) P CORE FILLED SOLID a WITH COURSE GROUT a � AAC BOND BEAM NOTE: (2) #5, UNO 2" BOND BEAM REQUIRED AT 6' -0" MAXIMUM VERTICAL SPACING UNLESS NOTED OTHERWISE TYPICAL BOND BEAM SCALE: NTS SLAB CONTROL JOINT - TYPICAL AT ALL COLUMN LINES POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED )¢" EXPANSION JOINT MATERIAL COLUMN ISOLATION JOINT SCALE: NTS VAPOR RETARDEI CONCRETE SLAB COMPACTED SUB 2:0 )MPACTED GRANULAR FILL TYPICAL SLAB CONSTRUCTION JOINT SCALE: NTS VAPOR RETARDER CONCRETE SLAB COMPACTED SUB -GRADE "x1" DEEP SAWN CONTROL JOINT ALL JOINTS SHALL BE SAWN WITHIN 12 HOURS OF SLAB POUR COMPACTED GRANULAR FILL TYPICAL SLAB CONTROL JOINT SCALE: NTS INTERIOR EXTERIOR EXP JT MATL - CONC SLAB SLOPE AT /SLAB - I I +(SEE PLAN) raffia -J - -. - TW • a, + ( SEE PLAN ) Ivi � GRANULAR FILL PERIME7RH NSULATION a 18 " = a - SEE #5 x�`- 0 16" OC ° #5 x 0 48" OC #5 CONT e 12° CMU WALL 4' TF +(SEE PLAN) 8" CONC WALL FTG (WF) 4, ° e •. ' SEE ARCH FOR STOOP LOCATIONS TYPICAL SECTION AT ENTRY SCALE: NTS 4 TYPICAL PIER DETAIL SCALE: NTS N 0 N_ uj W COLUMN 3/S405 ANCHOR RODS WITHIN TIES it ' I I TP +(SEE PLAN) II Iu I / � I CONC PIER 11/S402 SCALE: NTS PIER VERTICAL REINF SEE SCHEDULE CONC FTG TF +(SEE PLAN) 21 -0" �- MATCH FOOTING FOOTING REINF IN SIZE AND REINF ` NUMBER REQ'D T —(SEE PLAN) uj if T —(SEE PLAN) 9 2 a 11 -0" FOOTING REINF TYPICAL TOP OF FOOTING STEP , 0� SCALE: NTS 6 ", 16 GA METAL STUD 0 16" OC #5 x CONT 0 12" OC - MAX - EA FACE EXP JT MATL (TYP) CONC SLAB (TYP) dT /SLAB +(SEE PLAN) CONC WALL (CW) SECTION. SCALE: -Y4" = 1' -0" 10" AAC BLOCK #5 x CONT 0 12" OC — MAX — EA FACE T /SLAB +(SEE PLAN) CONC WALL (CW) SECTION SCALE: 3/4" DOWEL #5 x 4' -0" TO MATCH WALLS VERT REINF VENEER — SEE ARCH Y2" EXP JT MATL (TYP) CONC SLAB (TYP) -� jT /SLAB +(SEE PLAN) T G (SEE PLAN) CONC WALL FTG (WF) w/ SHEARKEY SECTION SCALE: ;Y4" = 1' -0" AW.HlWr FPJDJI T WMAOM tr 4" %4"k 0 I 1 VENEER -SEE ARCH C r %" PLYWOOD SHEATHING 10" AAC BLOCK--------., VENEER - SEE ARCH K 0 q v T/WALL& #5 x i DWL TO MATCH WALL w +(SEE PLAN) REINF SPACING )¢" EXP JT MATL (TYP) 335 Ridgapoint Drive 1'-0" EA FACE Carmal, Indiana 46032 > T LEDGE 3"17.705.7979 (phones) (SEE ARCH) #5 CONT EA FACE CONC SLAB (TYP) 317.705.7980 (fax) T /SLABr, � IL +(SEE PLAN) T #5 x 012" OC EA FACE 5 / FTG T �.. 12" ^ ' ' - —(SEE PLAN) A• _ No. = 4 coNC WALL (CW) _-� 860325 T FTG . •. •� STATE OF -(SEE PLAN) 5 x �I DWL 0 12" OC CONC WALL FTG (WF) %IFS+' .!ND I ANA.•' �\���` J5 SHEARKEY �� DIVA ) EA FACE -CONC WALL FTG (WF) 1' -0" w/ SHEARKEY PIERS BEYOND — PIERS BEYOND — BY OTHERS BY OTHERS SECTION GRID LINE A \� DOWEL #5 x 4' -0" TO MATCH WALLS VERT REINF -#5x N 012" OC, EA FACE 12" )2" EXP JT MATL (TYP) CONC SLAB (TYP) T /SLABr, +(SEE PLAN) T /FTC -(SEE PLAN)` CONC WALL FTG (WF) w/ SHEARKEY PIERS BEYOND - BY OTHERS GRID LINE F.2 S X10" AAC BLOCK #5 x CONT 0 12" OC MAX - EA FACE CONC WALL (CW) V) #5 x ¢ DWL 0 12" OC ' EA FACE PIERS BEYOND BY OTHERS 10" AAC BLOCK------.., DOWEL #5 x 4' -0" TO MATCH WALLS VERT REINF VENEER - SEE ARCH #5 x CONT 0 12" OC MAX - EA FACE Y2" EXP JT MATL (TYP) CONC SLAB (TYP) T /SLAB Al +(SEE PLAN) T FTG —(SEE PLAN)* 1,T /SLAB +(SEE PLAN) ° CONC WALL (CW) #5 x N DWL 0 12" OC EA FACE CONC WALL FTG (WF) it •- ' ° w/ SHEARKEY PIERS BEYOND - ---- -� BY OTHERS SECTION SCALE: -Y4" = 1' -0" SCALE: N" = 1' -0" 4$:" 44i" 10" AAC BLOCK #5 x 4' -0" OWL TO MATCH WALL REINF SPACING VENEER — SEE ARCH Y" EXP JT MATL (TYP) CONC SLAB (TYP) T /SLAB r, +(SEE PLAN) #5 x CONT 0 12" OC MAX, EA FACE CONCRETE WALL (CW) 10" AAC BLOCK Y2" EXP JT MATL (TYP) CONC SLAB (TYP) ,tiT /SLAB +(SEE PLAN) #5 0 12" OC MAX EA FACE — #5 x OWL TO MATCH WALL REINF SPACING 2" RIGID INSULATION SECTION SCALE: -Y4" A4" I VENEER - SEE ARCH CONCRETE WALL (CW) #5x 012" OC T/FTG d, CONC WALL FTG (WF) w/ SHEARKEY PIERS BEYOND - BY OTHERS 04101 ORr t 01MIIEF&W OF DOWHEMS T 5 DOCUMENT 15 AN INSTRUMENT OF 5ek V ICE AM IS THE SOLE PRq 7y OP THE ARCHITFLT AND PEDOOR DES1514 6ROUP. AIL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. IT5 51BMI55ION AND D15TMaMON TO OT1ER PPRTIES IS NOT TO BE CONST� A5 FUBUCATION IN DBROOATION OF COMMAN LALV OOPTRI6HT, INTELLECTUAL PROPERTY RI6HT5 OR OYHBR Re5mvm RI6NT5. ALL INFORMATION CONTAIN® IHR ©N COwTIMES TFE ORIGINAL PND INPUBL15HH7 WORK OF THE AROHITEOT, DANES R STU171HAN, AND PEDCOR DEN6N GROUP. NO PART OR WHOLE OF T1415 DE516N, THESE DRAMN65 OR THE RESULTIN6 BUILDING OR BUILDIN65, OR PORTON5 OF THE RESA_TN6 BUILOIN6 OR BUILDI1465 MAY EE DUPLICATED, COPIED, EXwBIT[-b, PHOTO6RAf1ffi, Fl1BL15HED, MODIFIED OR OTHERNISE DISTRIBUTED IN ANY WAY WITHOUT THE SPELIPIC AND PRIOR WRITTEN COINSENT OF TE AROFNTBCT, .NAMES R STUTDAAN, AND PEXOR DE515N PEDCOR. © OOPYRI6HT ZOOS J,0.ML_+ R 5Tl7TZMAN, AI A, INDIANAPOLIS GAD N0. AVTOC.AV 2006 PLar 111666NO N0. NOSE DRMVM* WA&E am DRAMM RMDIONS McCOMAS I STRUMAL eNcr W FoReVSlc ar MS NATIONAL C"ATMM I 1717 East 118th Street. Su1te 200 Carmel, Indlana 46032 317 - 380 -04M w".mcccm, A Wn 317 -582 -0788 Fax PROJIMT THE = uj Z OG �a o� fA Z O O p0 � az O 7. NJ uj W �a fA U sHw TRLE SECTIONS ANO DETAILS sir NIR�R s�oa Y4 V2012\ SILL ANGLE — L6x6A (4) #5 HORIZ EA FACE #5 x J 0 12" CENTERED 12" EA FACE #6 0 12" El I � I a. d:I � • t. I 7 HYDRAULIC 9" SHAFT OPNG � c � - GRANULAR FILL ` WALL (CW) 11 fERSTOP ELEVATOR PIT DETAIL SCALE: NTS GROUT FLUTES DECK GROUT GAP TO ACHIEVE BEARING CONTRACTOR'S OPTION: USE 4" CMU IN THIS AREA JOIST - AAC BLOCK VENEER SECTION SCALE: `f4" = 1' -0" 10V E PIERS BEYOND BY OTHERS 7 e I PAN e L4x4x )f6 w/ Y4'0 KWIK BOLTS 0 2' -0" OC (6" EMBED) SHEATHING T /PARAPET " L8x4x� (CONT) (LLV) +(SEE ARCH) 6", 16 GA CFS STUDS 0 16" OC w/ DLT T & B I I I I (2) #10 SCREWS EA FLANGE X46 HSS6x2A (CONT) PAVERS — SEE ARCH I I T AVERS I +(SEE ARCH) I I I \— JOIST SEE 7/S405 SECTION SCALE: -Y4" = 1' -0" VENEER - SEE ARCH COMP SLAB- COMP SLAB T SLAB Fir I +(SEE PLAN) 10 "W x 8 "D AAC L4x4x% w/ Ji "0 x 6" KWIK BOND BEAM w/ BOLT 0 2 -0" OC (TYP) (2) #5 CONT 10" AAC BLOCK SECTION SCALE: Y4" Y4 (/ 2 -12 EOS - SEE PLAN COMP SLAB L5x5xW6 x CONT W/ Y2 "0 x 6" HS T SLAB 0 2' -0" OC +(SEE PLAN) �^ ----- --------- T T /BEAM +(SEE PLAN) Y4 2 -12 BEAM SECTION SCALE: ;Y4" ^^IA l CI AM B 6 ", 16 GA CFS STUDS 0 16" OC I I_ PL %7x4 "x10" TYP die �L3hx3hx& KICKER BEAM JOIST SECTION SCALE: N" 10" AAC BLOCK - #5 0 12" OC MAX EA FACE - #5 x DWL TO MATCH WALL REINF SPACING EA FACE y" EXP JT MAT'L (TYP) CONIC SLAB (TYP) &,T /SLAB +(SEE PLAN) SECTION SCALE: -'4" 4y" I L i EOS - SEE PLAN I �—SHEATHING VENEER - SEE ARCH I I I L5x5x9f6 x CONT w/1 "0 x 6" HS 0 2' -0" OC T /BEAM, , I Fmloo, � VENEER -SEE ARCH r T WALL W +(SEE PLAN) a T LEDGE 1 5" . (SEE ARCH) . ` 0" CONCRETE WALL (CW) " 1:;_3" 4 N W #5 x ¢ 012" OC 12" 8y" , 10Y" . T /FTG� —(SEE PLAN) d'b •e CONIC WALL FTG (WF) w/ SHEARKEY PIERS BEYOND BY OTHERS Y4 3 -12 PL% x10" x CONT GRID LINE F SECTION SCALE: _y,4 = 1' -0" SECTION SCALE: -Y4" VENEER - SE Aonu Iv nnv uwvT� SEE ARCH BEAM — PL Ji "x4 "x9" NOTCH TO ACCOMMODATE BEAM'S WEB COMP SLAB L3hx3Y2xY x CONT W/ y "0 x 4" KWIK BOLT 0 2' -0" OC 3A6 2 4is 2 COMP SLAB �T /SLAB 10 "W x 8 "D AAC (3) #5 VERT REINF +(SEE PLAN) BOND BEAM w/ N 71 (2) #5 CONT I I JOIST BRG, , 1(2 y "0 BOLTS BEAM I 3 %" EOS 6',16 GA CFS STUDS 016" OC 71, I I I y 2 -12 I � SECTION SCALE: N" = 1' -0" X6 KICKER BEAM L6x6xy x CONT (SEE ARCH FOR CURVATURE REQ'MT) Y4 V 3- %" PLYWOOD SHEATHING VENEER - SEE ARCH L5x5xW6 x CONT w/ X "0 x 6" HS 0 2' -0" OC T/BEAM +(SEE PLAN) --L5x5x)fi 0 4' -0" OC (MAX) INFILL w/ 6" CFS STUDS 0 16" OC Y4 3 -12 BOTT /ANGLE,, +(SEE ARCH)` \\- L5x5x% x CONT (SEE ARCH FOR CURVATURE REQ'MT) SECTION SCALE: I4" = 1' -0" JOIST SECTION SCALE: NIS = 1' -0" L3&3hA4 x CONT w/ Yz "0 KWIK BOLT 0 2' -0" OC (TYP) 7/4, COMP SLAB (TYP) T SLAB +(SEE PLAN) I JOIST BRIG +(SEE PLAN) 10 "W x 8 'D AAC JOIST BOND BEAM w/ (2) #5 CONT — NOTCH 0 JOIST BEARING SECTION SCALE: Y4" COMP SLAB +(SEE SECTION SCALE: 3/4"= 1' -0" $ SECTION 6 ", 16 GA CFS STUDS 0 16" OC y V 2 -12 BEAM SUP CONN - — SEE DTL 7/S405 PL %%7 "x8" w/ (2) )CO x 4" HS 10" AAC BLOCK VENEER - SEE ARCH (�) die 2 TYP Me 2 �- POCKET AROUND JOIST (TYP) PL % "x7 "x1' -4" w/ JOIST (2) h-0 x 4" HS -10" AAC BLOCK I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I 3 %" EOS I I 6 ", 16 GA CFS STUDS 0 16" OC , W-411T cr PR 1 571' WOK L 1 N K 0 q F 335 Ridgapoint Drlva Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) sw. ��.��G \87EQE�••L' _/0_, 860325 STATE OF I I I .&r copflaa w 4 0"i9aw of voc m ms THIS DOG Ha4T 15 AN IN5TRUME NT OF 56ZVIOE AND 15 THE SOLE PROP12RTY OF THE ARCHITECT AND PEDGOR DE5 OU 16N GRP. ALL INFORMATION CONTAINED HE;1N 15 CONFIDENTIAL. 1T5 513MI 55I014 AND DISTRIBUTION TO OT"' R FARTIE5 15 NOT TO BE COIGTRUED AS RIBLICATION IN DEROGATION OF COMMON LAN COPTRI6HT, INTHJKTUAL PROPERTY R160T5 OR OT}Et RE5WVW R161475. ALL INFORMATION CONTAINED 11515N CON5TITUTE5 TFE ORIGINAL AND UM'J5LI5HI WORK OF THE ARCHITECT, JAMES R. 9n1I04AN, AND PEOCOR VM614 GRpIP, NO PART OR MOLE OF THI5 DE516N, T1fSE ORMIN65 OR THE RE5ULT1N6 BUILDIN6 OR EUILDIN65, OR PORTONS OF TIE RE' L nN6 EIILDIN6 OR 2UILDIN65 MAY W DUPLICATffi, CAPIBJ, EXHIBITED, PNOTO6RPf1ED, PUBLIC �, MODIPI� OR OTHERW15E DNS- RIBIJTEb IN ANY WAY WITHGJT THE SPE{,IFIC AND PRIOR WRITTEN CONSENT OF THE ARCk TEGT, JAMES R SMZMAN, AND PEDCOR P5616N PE7COR. © COPYRI&W 2005 JAMES R 5NTZMAN, AIA, INDIANAPOLI5 VAIN 52&2=5 PR 5 Fcr I'D. Me25Dese McCOMAS S78uC11M eraM rat W eaM NATIONAL CIM1LTRM I 1717 East 116th Street Suke 200 Cannel, indWa 46032 317 -580 -0402 www.mccomamg eam 317 -562 -0766 FOX %" PLYWOOD M SHEATHING O t0 VENEER — SEE ARCH L5x5x9(6 x CONT w/ ' x 6" HS 0 2' -0 -0" OC T/BEAMAIN +(SEE PLAN) O 7 W SHEATHING W x wm 3 �03 W um U) Z 0 14 W 19 0 In � oz Q o WW W� �a SHM Tr" SECTIONS AND DETAILS OHM NLHM 503 9Y4" 8" TE , " PLATE X0 x14" I Wi6 X16 2 -10 L4x4xY4xCONT (LLV) X46 2 -10 DECK T STL & CONC �HSS - - - - -- +(SEE PLAN BEAM HSS BEAM JOIST II ---------------- -- - - - - -- BRIG PLATE :M6 2 -10 TYP HSS BEAM HSS COL CURVED HSS4x2xY w/ Y" CAP PLATE EA END 10 "W x 8 "D AAC SEE ARCH FOR RADIUS B/COLOL BOND BEAM w/ 1 -g +(SEE ARCH) (2) #5 CONT NOTE: I 10" AAC BLOCK----__w' HSS COL VENEER NOT SHOWN FOR CLARITY I I SECTION �3 SCALE: -Y4" = 1' -0" S404 5 "x5 "x %6" SECTION SCALE: -Y4" = 1' -0" 3 % ", 16 GA CFS STUDS ® 16" OC SHEATHING SECTION SCALE: ;Y4" = 1' -0" 10 "W x 8 "D AAC BOND BEAM w/ (2) #5 CONT - STEP BOND BEAM AS REO'D FOR DECK SLOPE AAC BLOCK SECTION SCALE: -Y4" L4x4xyl6 (CONT) 10 "W x 8 "D AAC BOND BEAM w/ (2) #5 CONT VENEER AAC BLOCK T WALL +(SEE ARCH) 1-44)(6 w/ Y "0 KWIK BOLTS ® 2' -0" OC (6" EMBED) DECK or I lo . JOIST I I TYP I Y4 I I I I I I 1 I I _ 1 I I I I I HSS6x6xY4 i0 I I I I HSS8x6x)%6 " I II " HSS8x8x% I I I I 1 1 1 T' SECTION SCALE: Y*" = 1' -0" Le SECTION SCALE: Y4" = 1' -0" i A-7-1[ /rnu TN 5A 6 HSS6x6xY HSS2x4xY 10" AAC BLOCK HSS, NOTCH TO-,. " ACCOMODATE - I` KNIFE PLATE ;i6 10 "W x 8 "D AAC F�BOND BEAM w/ (2) #5 CONT PLATE % "x6 "x10" - SECTION )� "0 KWIK 1BOLTS )'_ kN) SCALE: ;Y4" = 1' -0" S404 PLATE ) "%8"x14" w/ (2) --,\ E Y4"0 HILTI KWIK BOLTS, \ -HSS COL 6" EMBED %'0 x 1' -6" DEFORMED BAR 7 ; BENT PLATE Y4 "x ANCH ® EA COLUMN xCONT I I i HSS BEAM )4 L50)YA4 w/ )�O KWIK BOLTS ® 2' -0" OC (EXCEPT 0 COLUMN) "0 THRU BOLTS I 1O "W x 8 "D AAC PLAN VIEW A BOND BEAM HSS COL 6 1 L5x31¢xY4xCONT w/ }� "0 PLATE Y2"x8 "x14" w/ (2) HSS COL w/ Y" CAP HILTI KWIK BOLTS ® % "0 THRU BOLTS PLATE ®BOTT 2' -0" OC, 6" EMBED (EXCEPT ® COLUMN) BENT PLATE Y "x 7" L4x3xY4xCONT (LLV) xCONT COMP SLAB A ' COMP SLAB 416 2 -10 T STL & CONC , I +(SEE PLAN) `I r ----- - - - - -- ----- - - - - -- -- - - - - -- HSS BEAM ' ' HSS BEAM I I 10 "W x 8 "D AAC --------------- - - - - -- BOND BEAM w/ 416 V 2 -10 (2) #5 CONT �HSS AM BE ,I CURVED HSS4x2xY w/ Y" 11 10" AAC BLOCK CAP PLATE EA END 1 �� II SEE ARCH FOR RADIUS B/COLot NOTE: +(SEE ARCH) VENEER NOT SHOWN SECTION FOR CLARITY 2 5404 NOTE: ALL EXPOSED STEEL SHALL BE TREATED AS AESS - SEE SPECIFICATIONS PLC (4) :j T /STL +(SEE PLAN) SECTION SCALE: N" = 1' -0" 3 % ", 16 GA CFS STUDS 0 16" OC SHEATHING SECTION SCALE: 3✓4" SECTION SCALE: 3/4" = 1' -0" uLnm UB COLUMN "x4" STIFFENER PLATE SIDE BEAM 74 "0 x O' -6" vu"v nnm Tr ® 2' -0" OC VENEER BEYOND T STL +(SEE PLAN) HSS4 Mr'1V DLVVf� 56046 x CONT w/ - "0 IL11 KWIK BOLTS ® 2' -0" IC T WALL (SLOPED) AAC BLOCK E EVA -00N SECTION SCALE: Not = 1' -0" 10" AAC BLOCK BEAM B STL +(SEE PLAN,' SECTION SCALE: 3/4" v�nm 10" AAC BLOCK COMP SLAB -\ T SLAB AL +(SEE PLAN) V4 2 -12 �- L5x5x )f6 x CONT w/ Y2 "0 x 6" HS BEAM ® 2' -0" OC 10 %" 1 VENEER - SEE ARCH 10" AAC BLOCK 8" ACC BOND BM w� (2) #5 CONT SECTION SCALE: ;'4" = 1' -0" % "x12 "x CONT AT SOUTH -WEST ENTRY B S E P STUD WALL & VENEER BEYON� I COMP SLAB KT /SLAB +(SEE PLAN) SEE 7/S403 FOR BEAM BALANCE OF INFO SECTION SCALE: 3/4" = 1' -0" !CH wlY' 'O KWIK BOLT ® 2' -0" OC T /SLAB +(SEE PLAN) JOIST PLATE %%10%4,2" (LLH) AW IEGT / PPDJZT MWMbIt"Eii � coy K 0 q v 335 Ridgapolnt Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) 0. 96AL \\��� \iillil►1�����,' -� 860325 �� '• STATE OF 1#D Akkv kt' Off•. •�: e316F1AT1�iE c0pyNS r 6 ONNEF& P OF nloWllb s THIS DOGLMNT 15 AN INSTRIMBIT OP °B2YICe AND IS THE 50LE PROPERTY OF THE ARCHITELT AND PEDCOR DESIGN 6ROJP. ALL INFORMMATION CONTAINED HEREIN 15 CONFIDENTIAL. 1T5 SUBMI %ION AND D15TR113LMON TO OTHER PARTIES 15 NOT TO BE CCNSTFAEV AS FUSUCA70N IN D15RO&ATON OF COMMON LAW COPYRIGHT, INiBJFGTUAL PROPERTY RIGHT5 OR ORER RESERVED RIGHTS. AND ALL INFORMATION GONTAINIED HEREIN CONSTITUTES TFE ORIGINAL IMPUBLI5HED WORK OF i11E ARCHITECT, JAPffi R STNZMAN, AND PEDCOR D1551614 GROUP. NO PART OR VHOLE OF THIS LE516N, TFESE DRANIN65 OR THE RESI,LTIN6 BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING EUILDING OR d1I&1466 MAY BE DUPLICATED, COPIED, EXINBIT�, PH0T06R.4Rf;), R1BL15lF_D, MODIHM OR OTERWISE DISTRIBUTED R W IN ANY WAY WITFIOUT THE 5PS`.IFIC AND PRIOR CONSENT OP THE ARCHTEGT, JAN£5 R SnFlMAN, AND PBDCOR P5546N PEDC.OR. 0 COPYRIGHT 2005 JAMES R 5TVRMAN, AIA, INDIANAPOLIS McCOMAS I STRUCK" saws FORENK DMIM NATMAL CONRLTANTS 1717 East 116th Street. Sutte 200 Carmel, Indiana 46032 317 - 360 -0402 w".mcmnaasn¢com 317 -562 -0766 Fox PRO"T TITLE M O qc C4 no = ul Z OC �a o� Imm 0 0 um U) 00 Q z o �j Lu W F� Q vs w SECTIONS ANO DETAILS dig V 3 -9 \ COMP SLAB �T /SLAB +(SEE PLAN) d SECTION SCALE: -'/4" = 1' -0" JOIST HSS L3N2x3,&)f6 KICKER SECTION SCALE: 3/4" = 1' -0" (2) % "0 THRU BOLTS MC6x16.3 x 7' -10" LONG w/ X "0 HILTI KWIK BOLT 0 2' -0" OC EXCEPT 0 COLUMN :NT PLATE Wx4h "0" (LLV) STAIR LANDING BY OTHERS 3 -9 T/B A:Mm +(SEE PLAN) --BEAM �I I �6 V PL % "x6 "x6" w/ C6x8.2 &2 (2) - "0 BOLTS TOP ATTACHMENT C6x8.2 PL% "x6 "x6" w/ (2 � "O KWIK B (2" EMBED) 10 "W x 8 "D AAC - BOND BEAM w/ (2) #5 CONT 10" AAC BLOCK - SECTION SCALE: -Y4" = 1' -0" 10 "W x 8 "D AAC BOND BEAM w/ (2) #5 CONT ((STEP TO MATCH ROOF SLOPE) JOIST - BASE ATTACHMENT Q9)4'- 8" 6 %" 7 I 10" AAC BLOCK SECTION SCALE: 3/4" = 1' -0" HSS COL I I I i I I I I � I i II I I ° ----- - - - - -- -- - - - - -- --------------- T --------- I I I I I I I I I ii II SEE 12/S404 FOR �0 BALANCE OF INFO i1 PAVER - SEE ARCH RIGID INSULATION PLYe"x6 "x6" w/ (2) Y2 "O x 6" HEADED STUDS 0 2' -0" OC JOIST (2) 6" METAL STUDS (2) 12 GA. CSW STUDS ELEVATION (2) 14 GA. 4" TD DEEP LEG TRACKS SECTION A (HEADER /SILL) TYPICAL WINDOW OPNG. FRAMING SCALE: Y4" = 1' -0" METAL STUDS SHEATHING / I d �v HOHMANN & BARNARD 16 SAO DW -10 SCREW -ON x tyQ PG��G SINGLE ANCHORS WITH a o VEE WIRE TIE (5" LONG) Z / 00 N NOTE: v ONE VENEER TIE REQ'D FOR EVERY 2 SO FT OF VENEER STONE VENEER ANCHOR SCALE: NTS 1_560(6 x CONT HEADED 0 2'-0" OC "(CURVED) STUD T /SLAB w+ SEE PLAN) TIBEAM +(SEE PLAN) SECTION SCALE: :Y4" = 1' -0" BEAM I I I I I I I I I I ' 6% 16 GA CFS STUDS 0 16" OC I I I �I I I COMP SLAB I I I (4) - "0 BOLTS E (3) #4 x 4' -0" CENTER ON GRID COMP SLAB I (2) 6" METAL --- - - - - -- ° -� ° STUDS HSS2&2Y2xY ACROSS OPN'G - WELD TO BOTTOM OF ANGLE EA SIDE BLOCK OUT BOND BEAM 0 DOOR OPNG - EXTEND (2) #5 ACROSS OPNG 6 ", 16 GA CFS STUDS 0 16" OC FULL PEN TYP L5x5x )f6 x CONT #4 x 4' -0" 0 12" OC 0:: (CURVED) 0 WELDED TO THE ANGLE WHERE COMP SLABI FTHE CURVED ANGLE IS NOT T SLAB SUPPORTED BY THE BEAM + (SEE PLAN) T EAM -- - - - - -- - - - -- -- °_ -- +(SEE PLAN) egg III SLIP CONN - SEE 7/S405 VARIES BEAM SECTION 1*00,0 SCALE: -Y4" = 1' -0" SEE 12/S404 FOR BALANCE OF INFO BENT PLATE FORM Y "x2Vx1' -3" CONT ACROSS DOOR OPNG I I COMP SLAB I I I T STL & CONC P = ° +(SEE PLAN) ------------- T --------- I I � I I I HSS BEAM - BEYOND r SCALE: -Y4" = 1' -0" 1' -1 on #4 X 0 12" OC FIELD BEND INTO CONC SILL SECTION SCALE: 11/2" = 1' -0" STEEL BEAM 1" GAP DO NOT CONNECT TRACKS TOGETHER 2%%8 ", 14 GA., 50 KSI DEEP LEG TRACK 14 GA. DEEP LEG TRACK BLOCKOUT AS REQ'D BY ELEVATOR CONTRACTOR T/SLABot +(SEE PLAN) SILL ANGLE & ANCHOR BY ELEVATOR CONTRACTOR �CONC SILL *_ � 8" BOND BM w/ (2) #5 CONT - - #5 WALL REINF —8" CMU I I DECK I STEEL CONNEC110N OTHER CONNEC110N TYPICAL SLIP CONNECTION AT DLT SCALE: NTS CONIC SLAB T SLAB -(SEE CIVIL) r777 SECTION SCALE: -Y4" = 1' -0" SECTION SCALE: -Y4" = 1' -0" ANCHOR ROD HOLE DIAM "0 1)(6 "0 PB "0 1 Wo 1-0 1)i "0 Wo 1 % "0 %4 "0 1 N4"0 1}i "0 2 "0 2 "0 X0 TER AAC BLOCK cn .' 1 CONIC SLAB T SLAB WALL +(SEE PLAN) CONIC WALL (CW) - #5 DOWELS x LO 2" OC EA FACE > 1' -0" #5 0 12" OC EA FACE T -(SEE F WALL FOOTING (WF) T WALL +(SEE PLAN) • d; VENEER T /LEDGE -(SEE ARCH) 10» 5.; 1-3» . 3" CLR CONC WALL (CW) TYP T FTG -(SEE PLAN) PLAN ANCHOR ROD EDGE DIST 74 "0 1» %no 1 X" 1 "0 2" 1)6 "0 ZY" 1Y "0 2N2" %*0 3" 2 "0 4" VCE AW.A*TWT / PROJECT MAN 604W E 0R 11 K0qF 335 Ridgepolnt Drlve Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SIAL .SN.G�STEQE�•.���' -� 860325 �= �'•. STATE OF VIA I I I YI 'A Al, r. GOPYTZENr • ONERSW OP VOCAME 5 TH5 DOCAM NT 15 AN INSTRLMENT OP 582VICE AND 15 THE SOLE PROPERTY OP THE ARCHITECT AND PSXOR DENaN GROUP. ALL INFORMATION CONTAIN® HEREIN 15 CONRDENTIAL. ITS aBH1551014 Attu ID15TRIELMON TO DTTEt PARTIES 15 NOT TO � CON5TiW1® A5 RIBLICATION IN DER06AT10N OF COMMON LfW COPI'R16HT, INTEL.IKNAL PROPH2TY R16HT5 OR OTHM RESERVED RIGHTS. ALL INFORMATION CONTAIN HEREIN CON5TITUTE5 TFE ORIGINAL AND LWJBLISH® WORK OF THE ARCHITECT, JAME5 F_ Sn rNAN, AND PEDCOR DE56N 6R.OUP. NO PART OR WHOLE OF THIS DESIGN, THE5E ORAWIN65 OR T}E RffwLTINZ BUILDING OR BUILDINGS, OR PORTIONS OF THE RESLTING BUILOIN6 OR EUILDINGS MAY BE DUPLICATED, COMM, EXn1317ED, PHOT059Aflffi, R1B1-15HED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR V*17tEN CONSENT OF TI$ ARCHTECT, JAME5 R STURMAN, Pd+D PEDCOR V5516N PEDCOR. © COPY9I6W 2005 JAME5 R. STVYZMAN, AIA, INDIANAPOI_I5 I• .I ITT McCOMAS I STRUCTURAL BOWS FORENSIC ENGN CS NATIONAL COWLTMB I 1717 East 116th Stvet° Suit• 200 Carm.l, Indiana 46032 317 - 580 -0402 www.mccomowg.cam 317 -562 -0766 Fax PRO JWT THE N BASEPLATE - COLUMN liv/ SEE SCHEDULE Y" LEVELING I I PLATE I I O Y4" NON- SHRINK, NON METALLIC GROUT T /SLAB, PIER& W ' 1 P d I i : WALL OR FTG ANCHOR RODS TYPICAL COLUMN 3 BASE DETAIL _ a SCALE: -Y4" STL -002 S405 0 Iwo um U) 4 U) Z 0 49 0 12 120 Z Q � T SLAB, PIER � � .i WALL OR FTG W W " Q I � � I I r co 00 w IM Z 3" 3n a ° PLY4"x4 "x4" pL`x4 "x4" w/ NUT w/ NUT PLY"x4 "x4" a w/ NUT 0o cO Y "0 "0 or "0 1 "0 1� "0 or 1Y "0 W0 or 2 "0 ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD NOTES: 1. SEE SCHEDULE OR SEC11ONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING. 2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS. TYPICAL ANCHOR ROD DETAILS r SCALE: N" = V -0" STL -002A W� Q U sHwr TmE SECTIONS AND DETAILS SOS Y4 UNO his 2 CL BEARING PLATE (2) #5 x 32" IN 8" DEEP BOND BEAM __�T EDGE OF PL BEAM BEARING PLATE - SEE SCHEDULE BEAM . I GROUTED AAC (NO BEARING ON BRICK) AAC II I II II LF WALL (2) #5 x 32" IN 8" ` HORIZ JT DEEP BOND BEAM REINF VERT REINF FULL HEIGHT IN GROUTED CORE (TYP) ELEVATION SECTION A. BEAM PARALLEL TO AAC WALL BEAM CL BEARING AND CL WALL I II. BEARING PLATE - x WIDTH 1r : OF FLANGE + 2" x 6" - ---------------=- n HOLD BRG PL BACK 7¢' FROM FACE OF WALL CMU WALL 7 (2) #502" LONG BEARING PLATE - HOLD IN 8" DEEP CMU BRG PL BACK N FROM BOND BEAM WALL FACE OF WALL SECTION PLAN B. BEAM PERPENDICULAR TO AAC WALL TYP BEAM BEARING ON AAC SCALE: NTS 24" #4 x N 0 8 "OC WALL r VERT REINFORCING HORIZ REINFORCING OPEN BLOCK AAC WALL OPEN BLOCK AAC WALL (RUNNING BOND PATTERN) (RUNNING BOND PATTERN VERT REINFORCING HORIZ REINFORCING CMU WALL III 24" #4 x -,,*,1 ® 8 "oC ALTERNATE LEG J DIRECTION OF INTERSECTION BARS • A TYPICAL CORNER B TYPICAL INTERSECTION TYPICAL BOND BEAM CORNER BAR DETAIL SCALE: NTS REINFORCING GROUT (2) CORES ES MASONRY OPENING GABLE END WALL — I BO D BEA * AT TOfj WALL 1 0 STE LINTEL C `V BEARING PLATE (TYP) AA OPENING AAC OPENING !� I F AEII -1 MA- MA" WqI REII I I � 8" DEEP BOND f BEAM (OMIT AT]C DOOR 01 —IIGI) f TICAL IF TO LH IF ERTICAL EINF TO IATCH TALL EINF TYPICAL AAC WALL OPENING SCALE: NTS 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) 06mim `�� �• •�G15TEgE •.� iii No. _--a' 860,325 STATE OF .•�` ON r' E x- 00. .05 coF,rmaff 4 ommmw op aac an THIS DOCUMENT 15 AN INSTRUMENT OF SERVILE AND 15 THE SOLE PROPERTY OF THE ARCANTELT AND PEDOOR DESIGN 6ROUP. ALL INFORMATION CONTAIN® M;ZEIN 15 CONFIDENTIAL. 1T5 5U6MI551ON AND DISTRIBUTION TO OTIBR PARTIg 15 NOT TO BE CON5TRIM A6 PIBLICAMON IN DER06ATION OF COMMON LAN CGPYRI6HT, INTEUECTUAL PROPERTY R16HT5 OR OTTER RESERVED R16H75. ALL INFORMATION CONTAINED H575N CON5TITUiES THE OR161NAL AND UNPI3LISHEO WW OF THE ARCHTECT, JAPES R. STUYZMAN, AND PEDCOR DE516N 6RQh', NO PART OR H40LE OF THI5 DE516N, T E-,E DRANINES OR T E RESCUING BUILDING OR EUILDIN65, OR PORTIONS OF TVE RESULTING WILDING OR EUILDIN65 MAY BE DUPLICATED, COPIED, EXHIBIT®, Pk 06RAPHM, R.9u&M, MODIFIED OR OTHERWISE DISTRIBUTED W IN ANY AY WITHOUT THE SPECIFIC AND PRIOR I*ITTEN CONSENT OF TIE ARC TELT JAMES R 5TUTZMAN, AND PER'.OR DESIGN PErX . © COPYRIGHT 2005 JAMES R STLITZMAN, AIA, INDIANAPOL15 1.- . __r1 V-. _ -- _Tv A 7 McCOMAS STRUCTURAL 9r( MS FORENSIC KIM NATIONAL CO;SATZ 1717 E:aBt 116th Strs4 Suite 200 Carmal. Indlana 46032 317 -580 -0402 ww.moeomawg eon 317 -562 -0766 Fox N no O y W 2 Z OC 3: 4 0 I= L6 0 O J O 9m In" SECTIONS AND DETAILS cq O v0 Q cn Z WQ Q O Z Q �J WW W2 HQ cn V 506 AAC OPENING !� 1 -1 X DEEP BOND - BEAM (OMIT AT DOOR OPENING)= TYPICAL AAC WALL OPENING SCALE: NTS 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) 06mim `�� �• •�G15TEgE •.� iii No. _--a' 860,325 STATE OF .•�` ON r' E x- 00. .05 coF,rmaff 4 ommmw op aac an THIS DOCUMENT 15 AN INSTRUMENT OF SERVILE AND 15 THE SOLE PROPERTY OF THE ARCANTELT AND PEDOOR DESIGN 6ROUP. ALL INFORMATION CONTAIN® M;ZEIN 15 CONFIDENTIAL. 1T5 5U6MI551ON AND DISTRIBUTION TO OTIBR PARTIg 15 NOT TO BE CON5TRIM A6 PIBLICAMON IN DER06ATION OF COMMON LAN CGPYRI6HT, INTEUECTUAL PROPERTY R16HT5 OR OTTER RESERVED R16H75. ALL INFORMATION CONTAINED H575N CON5TITUiES THE OR161NAL AND UNPI3LISHEO WW OF THE ARCHTECT, JAPES R. STUYZMAN, AND PEDCOR DE516N 6RQh', NO PART OR H40LE OF THI5 DE516N, T E-,E DRANINES OR T E RESCUING BUILDING OR EUILDIN65, OR PORTIONS OF TVE RESULTING WILDING OR EUILDIN65 MAY BE DUPLICATED, COPIED, EXHIBIT®, Pk 06RAPHM, R.9u&M, MODIFIED OR OTHERWISE DISTRIBUTED W IN ANY AY WITHOUT THE SPECIFIC AND PRIOR I*ITTEN CONSENT OF TIE ARC TELT JAMES R 5TUTZMAN, AND PER'.OR DESIGN PErX . © COPYRIGHT 2005 JAMES R STLITZMAN, AIA, INDIANAPOL15 1.- . __r1 V-. _ -- _Tv A 7 McCOMAS STRUCTURAL 9r( MS FORENSIC KIM NATIONAL CO;SATZ 1717 E:aBt 116th Strs4 Suite 200 Carmal. Indlana 46032 317 -580 -0402 ww.moeomawg eon 317 -562 -0766 Fox N no O y W 2 Z OC 3: 4 0 I= L6 0 O J O 9m In" SECTIONS AND DETAILS cq O v0 Q cn Z WQ Q O Z Q �J WW W2 HQ cn V 506 PROJECT BUILDING CODES BUILDING CODES: [LOCAL GONE RJLES AND REGULATI0N51 I OF 5 N_ERNATC'NA_ BUILDING CODE ! BC, 2005) /100 N- ERNA -IONA_ RE CODE (IFG 20051 6200 N�ERNA�1;;'NAL PLUMBING CODE (IPG 2000) 6500 NTFRNAT ONA- MEGHANIGAL (,ODE ! "G 2000) 6400 N I ER-NAT 0NA_ FUEL GA' CODE (IFGC 20001) /500 NTERNAT ONAL ENERGY GON5ERVA -I0N CODE (IECC 20001) 6600 NFPA 5 - I1v15TALLATION 0-- FIRE SPRINKLER'!'TE\-'l5 6700 NFPA 70 - NAT ONAL ELEGTRIGAL CODE (NEC 2002/' G70' NFPA 72 - NATIONAL SIRE ALARM GORE 6702 NFPA c10A N'TALLATION OH AIR CONDITION NG 4 VENT''! AT NG '"STEM 6703 NFPA X108 NSTALLAT! ON 0= WARM AIR HEA - I NC7 F A'I R COND TI ON I NG S S -EMS 0800 NFPA 01 - 2000 LIFE SAFET ' CODE BOO OC,/ANSI All7.l -Ig�iB ACCESSIBLE & USABLE BOIL NG' SIOI AMERITANc- WITH DI5AE31L'TIES AGT (ADA) OCCUPANCY: BC, GROUP M - MERGANTIL -E USE GROUP- !BG ­# ## 5202 BC GROUP B - OFFICE USE GROUP- IBC :�T= = ## 5203 BG G -ROUP R -2 - RESIDENTIAL USE C7ROLP- BG = _ GON'TRUGTION T PE: BC TYPE II -B SPRINKLER'Y'T -M: FULLY PROTt -GTED BY AN AUTOMATIC SPRINKL =R 5 ST =M BUILDING AREA: 32,550 5.F. GROSS B I L D 'NO AREA BUILDING HEIC -BHT: 4 STORY. Hl -1GHT I5 61 -6 FROM GRADE TO H'5 1E5- FOR - ON OF ROOF OCCUPA.NGY SEPARATIONS: NO 2 -HOUR f IRE BARRIERS REQUIRED BASED ON BUDDING BEING FULLY 5PRIN<LED PER IDG 5EGTION 302.3.2 FIRE RATED WALLS ROOF ' I RUGTURE': OGGUPANT LOAD: NUMBER OF EXITS: MAX. EXIT D I'TANC- CORRIDOR WIDTH: CORRIDOR FIRE �R - -51 STANOE: SA -STY �LAZINC >: INTERIOR FINISHES: REFERENGE SYMBOLS ELEVATOR I IAGHINE ROOT"` 2 -HOUR 4 STORY STAIR ENGL05URE5 2 -HOUR 3 STORY STAIR ENCLOSURES I -HOUR _CLRRE`dT GLRRE�IT _GLRRENT _GLRRENT _GLRREVT CLRRENT_ GLRRENT _GLRREVT _GLRRENT GLRRENT GLRRENT GLRRE'�T GLRREN T_ GLRRENT_ AIJ NDIGATES DETAIL NUMBER AI.I 00 E_ = TOO " - INDICATES F_ SHEET IN :OOR WHIG DETAIL APPEARS ELEVATION REFERENCE DOOR NUMBER ELEVATION MARK AI.I DETAIL REEERENGE AI.I SECTION GUT WINDOW NUMBER FIXTURE NUMBER I C, T CSI AI.I SCALE: ig" - I -O'' OFFICE 000 SECTION REEERENGE ROOM NAME $ NUMBER NALL TYPE fi RO.JEGT 5UMM1\R`r -1-0 NN CTCN - -�_ ND CNCCCCT PRO ECT RE�TOR�' AREA MAP PROJECT GONTACTS BUILDING OWNER: Bruce Gordingley Garmel City Genter, LLG 770 3rd Avenue 5N Garmel, IN 46032 (317) 587 -0320 CIVIL ENGINEER: Robert 015en (-50 250 East g6th Street ndionopolis, IN 26240 (317) 848 -7800 DRAWING INDEX ARGHITEGT: TI.I GOVER 6000 G V I L /OVER SHEET I OF 5 TO °OGRAPHIG SURVEY /100 D= MOE'TION PLAN 6200 517E _AYOUT '-LAN 6500 GRADING 6 DRAINAGE PLAN 6400 EROSION CONTROL PLAN /500 UTILITY PLAN 6600 LAND5GA.P- PLAN 6700 SITE DETAILS G70' SITE DETAILS 6702 SITE WATER DETAILS 6703 FOUNDATION AND TREE SIT DRA NAG- PLAN 0800 STORMNATER DETENTION SYSTEM BOO ELECTRICAL SITE FLAN SIOI FOUNDATION PLAN 5201 SECOND FLOOR FRAMING PLAN 5202 THIRD FLOOR FRAMING PLAN 5203 FOURTH FLOOR FRAMING PLAN 5301 LOW ROOF FRAMINO PLAN 5302 HIGH ROOF FRAMING, PLAN 5401 GENERAL NOTES SCHEDULES AND LEGEND5 5402 5EGT ION' AND DETAILS 5403 5EGTION' AND DETAILS 5404 SEGTION5 AND DETAILS 5405 SECTIONS AND DETAILS 5406 SECTIONS AND DETAILS AI.O SHEET INDEX, CODE DATA, SYMBOLS A2,1 LEVEL ONE FLOOR PLAN A2.2 LEVEL TWO FLOOR PLAN A2.3 LEVEL THREE FLOOR PLAN A2.4 LEVEL FOIiR FLOOR PLAN A3.1 ROOT PLAN � ROOF DETAILS A4,1 LEVEL ONE REELECTED GB L I NO PLAN A5.0 ROOM F NISH SCHEDULE � WALL TYPES A6.0 EXTERIOR ELEVATIONS A6.1 EXTERIOR ELEVATIONS A6.2 ENLARGED EXTERIOR ELEVATIONS A63 ENLARGED EXTERIOR ELEVATIONS AT.I WALL SECTIONS A -1.2 WALL SECTIONS A7.3 WALL SEGTI01\5 A8.0 INTERIOR ELEVATIONS Ag.O DOOR & FRAME ELEVATIONS 6 5GHEDULE Ag.l DOOR d W'NDON DETA.II1-5 Ag.2 WINDOW ELEVATIONS & 5GHEDULE AWNING SGHED�LE Ag.3 WINDOW D -TAIL 5 A'O,1 STAIR PLANS AND 5EGTIONS A 0.2 STAIR PLAN5 AND SECTIONS A11O.5 STAIR PLANS AND 5EGTICNS A'0.4 STAIR PLANS AND SECTIONS A 0.5 STAIR PLAN5 AND 5EGTION5 A 0.6 ELEVATOR PLANS AND SECTIONS A!'.0 PLAN DE-A15 A' .1 DETAILS A''.2 DETAILS M21 HVAG FIRST �_OOR PLAN M2.2 HVAG 'EGOND FLOOR PLAN M23 HVAG THIRD FLOOR PLAN M24 HVAG FOURTH .FLOOR PLAN M2,5 HVAG R00- FLOOR PLAN M6.1 MEGHAN''GAL 5CHEDUL�5 M7.1 MEGHANIGAL DETAILS P2. FIRST LEVEL PL _)MBING FLOOR PLAN P22 SECOND LEVE_ P_U^'5INC6 FLOOR PLAN P2.3 THIRD LEVEL PLU\/BIN6 E_OOR ALAN P2.4 FOURTH LEVEL PL;MBING FLOOR PLAN P6.1 PLUMBING 5GL-�EDLE B DE -AILS PB.I PLUMBING NASTE � VENT SGHEMA- G E2.1 LEVEL ONE ELECTRICAL �_-'_AN E2.2 LEVEL TND EL- /TR''GA' PLAN E23 LEVEL THRE- ELEGTRI /AL PLAN E2.4 LEVEL FOUR ELEC`R :GAL PLAN Eb.1 ELECTRIC-AL SCHEDULES d RISER D AGRAM E7.'' ELEGTRIGAL DETAILS GONSTRUGTION MANAGER: James 5tutzmon, AIA. Steve Warne Pedcor, Office, LLG Pedcor Design Group Signature Gan5'r,;ctiarl, _LG 335 RidgepoinL Drive 8800 Keystone Gr055ing, 5ute GOO Garmel, IN 46032 Ind'onaoolis, IN 46240 (317) 705 -7g70 (317) 8'17 -0360 STRUGTURAL ENGINEER: Rod McComas McGomos Engineering SUITE 200 171 E 116th Street Gormel, IN 46032 (317) 580 -0402 MEGHANIGAL ENGINEER: John Oberlie5 Oberll'es - ng'neering II 5. New Jerseu 5t -eet, 320 Indionapolis, IN 46 204 (317) 636 -3841 ARGHITEGT / PROJECT MANAGEMENT 335 Iltidgopoint Drivo Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL NO IN/, \\���5 R ST U T ERF© �Z 00033126 STATE OF '�NC�I AN P cl( NATURE R FDATF 06./'7.05 GOPYRI6HT d OWNERSHIP OF DOGUMENT5 THIS DOCUMENT 15 AN INSTRUMENT OF 5ER,/,GE AND 15 THE SOLE PROPER - OF THE ARCHITECT AND PEDGOR DE516N CROUF, ALL INFORMATION GONTAINED HEREIN 15 CONFIDENTIAL. IT5 5UB1MI5510N AND D157RIBO ON TO OTHER PART. E5 15 NOT TO BE CON5'R9ED A5 PJBLICALON IN DEROGATION OF COMMON LAW GOPYR16HT, INTELLEGTUAL PROPER- RIGHTS OR OTHER RE5ERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON57ITVTE5 -HE ORI61NAL AND UNPUBLISHED WORK OF ?HE ARCHITECT, JAME5 R. 5117ZMAN. AND PEDGOR DESIGN GROUP. NO PART OR 141EOLE OF TH15 DE516N, THESE DRANIN65 OR THE RE5UL TNG BUIILDIN6 OR BUILDINGS OR PORTION5 OF THE RE5ULT!NG BUILDING OR ZIP NOS MAY BE DUPLICATED, COPIED, EXHIBITED. PHOTOGRAPHS, PJBL 5HFJ. MODIFIED OR OTHERWI5E P15TRIBUTED IN ANY WAY NITHOUT THE SPEC F_ AND PRIOR WRITTEN CONSENT OF THE ARGHITEGT, JAMES R. 5TUTZFAN, AND REDGOR DESIGN PEDGOR. Q COPYRIGHT 2005 JAMES R. 5TLrfZMAN, AIA, IND�ANAPOL E, DATE 6,07.2005 PROJECT NO 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAWIN6 SCALE SEE DRAWING REVISIONS PROJECT TITLE N co O CO Nt U) I 0 :E w c/) 7�; Ir U LL U)Q cn z 0 wQ o C)0 J pZ Q .. 0 �_w J w w2i �Q cn U SHEET TITLE SHEET INDEX, CODE DATA, SYMBOLS SHEET NUMBER A,O (D 211 F A2.1 CALF: 1411 _ I1 -01 G� OO!�000E0 2 L -000 Fl-r`N A2.1 SCALE: x411 = I' -O. 4 4 O- OOIOA ; 4 000000 Fl-_; 0 A2J ) C ASE: 00!_f003ED 4 -0000 00 00 A2. 1J SCALE: 411 = O 4 i FLAN KEY NOTES j I GENERAL NOTE5 PREFINISHED ALUMINUM DOWNSPOUT. A. THESE GENERAL NOTES APPLY TO ALL SHEETS. BALCONY. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE STEEL CANOPY BELOW. UNLESS NOTED OTHERWISE. MARQUEE BELOW. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE STRUCTURE ABOVE. OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. RECESS CONC. SLAB FOR FUTURE STAIR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED RECESSED 6 COMPARTMENT MAILBOX. MOUNT TOP @ +58" A.F.F. TO BE BY ALTERNATE BID. RECESSED 7 COMPARTMENT MAILBOX. MOUNT TOP @ + 58" A.F.F. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30' -0 ". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 30' -0" UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE. M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. -0000 ONE 00000 000N SCALE: 16'' = -o�� ARGHITEGT / PROJECT MANAGEMENT 335 Ridgepolnt Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL Tiurfl 00033126 = STATE OF 1 C H 515NATURE 8 DATE p 06.x.7.05 GOPYRIOHT S OMER5HIP OF DOCVENTS THIS DOCUMENT 15 AN IN51RUMENT OF 5ERVIGE AND 15 THE 50Lf PROPERT' OF THE ARGHITEGT AND PEDGOR DE51GN GROUP. ALL INFORMATION CONTAINED HEREIN 15 GONFIDENTIAL. 1T5 5UBM1551ON AND DISTRIBUTION TO OTHER PARTIES 15 NOT TO BE GONE-RUE D - RJBLIGATION IN DEROGATION OF COMMON LAW COPYRGHT INTELLECTUAL PROPERTY RI6HT5 OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTE5 THE ORIGINAL AND UNPUBL I5HED WORK OF TI-E ARGHITEGT, .IAME5 R. 5TUTZMAN, AND PEDGOR DE51ON GROUP. NO PART OR HHOLE OF THIS Df516N, -HE5E DRAWINGS OR THE RfSJL-ING BUILDING OR BUILDINGS, OR PORTIONS OF THE RE5ULTING BUILDING OR BUILPt65 MAY BE DUPLICATED, GORED, EXHIBITED, PHOTOGRAPHED, P05_'5 -U� MODIFIED OR OTHERWISE DISTRIBUTED IN ANY NAT WITHOUT THE SPEC.FIC AND PRIOR WRITTfN CON5ENT OF THE ARGHITEGT, JAME5 R. 5TUTZMAN, AND PEDGOR DE51I PEDGOR. © COPYRIGHT 2005 Jl ME5 R. 5MZMAN, AIA, INDIANAPOLIS DATE 6,0.2005 PROJEGTNO. 00000 GAD REFERENGE NO. AUTOGAD 2005 P-OT REFERENGE NO. NONE DRAWING 5GALE SEE DRAIN N5 REV 1510% PROJECT TITLE N C'7 O (O 5HEET TITLE LEVEL ONE FLOOR PLAN SHEE- NUMBER A2 U) Q (n z W Q Ir Q z Q � J W W W2 cr rr F- Q (n CU 0 LLJ U7 C,n 7N "I P) W , , co WOOO WO LU �_ .. M W CL P_-� 0 W OWfl UJ ti 4 b r; c k NOR --HWEST CORN` R-_`, S 0 UT HWEST 1 /-4, S E 3 0 - T 18 N - R 4E STEEL PIN FD. WTR -_- - - 01TR -,11 __- _ - - - -u (brick) A A Q4 4 asphoolt -)int a no \rn'' -is fcurtd X20. V 2 82,�.Zz 1 - WTR - -- - - - WTRI - - - - - - --- WTR - -- -C -ra bci p, p I e 4 C -0 b a P P!! Ic E Af �- 17 C� 10 VC P C) I E-AST MAIN STREET 8c son'tar m 6 ole ig: I I ni NORTH LINE, SW 1/4, SEC.30-7 i 8N-R4E 1 for = 839,24 asphalt ;n\/ n = 828.1-4 WV 6" water V, V WTR - - - --- - W7 ----M - - - - - - INTR WTR - - - - - - WTR PT WTR - - - 2 M 2" Oak 2 Oak pie 2" Oak ------ Grass Concrete ----------------- iT brick K /4, ur cK 62.0 s 777 IU OD P n 1 -story cov CL M o so n ry 22.4' -ch 0 conc� por 06 -cc, i C", FF=835.46 ai 1866 so. 24",­rlrn J. 2�0' al t. enclosed P ea steps W F- 62.0� gross) 2-stary frome 41 E. Main St. j 1h 2-story frarne CI-)amber of k4_ cornmer n P Ef I --v 11 E. Main St. ce -stci -) 0 1`-, J - 16 J FF=84'�`.37 FE'=843. 7 3' 7.3' i co 6 117�:) sq. ft. 1302 sq. ft. n c. 40. 1.4' > (DJ Peol a s h a' 10 2 CCW gross < cy- Q�l J2, 4" r 3, 6' 3' I -story 4 27� 1 30 Wid, 2 3. �__ Li masonry Ch6 rry Cr_1 7(0 q. ft. 2 25,9' .8 899 L.Li a) > �t . 1,),, 0 4� "I I 2'� Ash Wood Porch Q) - I ­'� - 1. 1_11­ -, ­. -­ ­. � I I - . ­11 1. 1 -, -0 -0 0 0 40.3' G�Cbapple I 0 - C - - _J 0 )ha it rG Q:, �i � I I tr �,rn rr Q S t - a n h o 1 e N7 : 0 rD grass A lor 33 1 � 42 ­Css 10 0 L, t s c e n v I Inv s 319.4 "'H3 OPP e a Vol i o 4 M C ph6lt < slate 0. 5' �rass g r a s s r "i lo", v I t af 2-story I glazed blo ck garage Isar6tary manhole > `fits FF 838.63 garage, C-� "lytor _--840.13_ 1 0 140 wv W Z 6" Pine '720 sq. ft. 0" �Aj It FF=841.07 iinv se 834-98 al Z_ I Friv e 831.80 h I, i - 71 sq. ft. < grass -late C e onc. wall-, inv w 831.08 gross C)CK W h a n d ra i 1 inv s 831 �23 )0k Inlet eve, greens . . ............ ... T()r 838 Z4 .5 6 Z. �/ C or, C. C, P= Cu� ___LC P_ 8" /Cp S P_ 11CL, I-MMUS 0 e asphalt 'J IL; 6 f)v ( ' . � - ..._,.. -. - T ! y7 �- ",�,., >�' i ' V i 3 } ', 3 - .._"J'.'._'..- -- (1' -T -- a- ._- ....= cm -`yE c U21 o;=f /' anitar rna I )ole- .0 S p tor 8 .62 W 8 .10 i v e, 8 .22 0 anter n n see 8 J5. 6 6 , , 0 01�­ _ ­ '� 3.1, 24 Walnut C Lio cust r (stone" _T 28.0 2 6 124" Map!- Crie I. _Story > frame 0 gc,cqe �-Q D" Q' 11 a FF=83837 __.03 WO 0 sq. ft, 24" Maple 00 1276 sq. f t. C) \ramp rp4 l p ra ss) C, 12. 6' co n Oil teps s 0 0 Ll 4_ andr D '�4 (grass) 0 4' ,) c c) n c. rb 1 -story o 0 ------- --- (grcss) frarne� d barn 5 4. 3' p 40 S. 1St Nle. Cl _ wood i 37.0_1 FF 840.91 c, ft. d e 2--story frame 7138 sq, ft, l ;[III 2,, 2" 0 0 OET - (Ili 41 S. R a n a e 11 n e, Rd. : r- ­77' _-, U U '1 7' F F = 8 __�, 7. 4- tep- -13. 7' stone) Q0 0 1900 ft. �� -2 .1' ► 4,4' cl� .7' ul y ber, r c6 4" 4� A N 0) 'I b Mulberry s s 1 12" Maple P CSS) il 4' 7 f F 6" corc. cu,rb MuIbera, Mv n, (A WTR - - - - - �- 6 �; i i� - - - WTR _ -- - - - - - - - - - 6 w ater : ! iLt 4 c \, 6" v;�t e r 24 c�nir c, curc -b tor = 8247\ n 0 terrninya PHYSi ' _ stS` F-ET S.7 P I inv e = 8231,02' J Q f r�L!! it /OF- P1 Q- ch6irbaCk CLP-[-� = iiii storm manhole ",-.[ ril_fLll tor = 829.02 tor = 830.53 Sanitar-v manhole ne 825• 16 inv n 825.95 > e 829.0,1 inv lsN 8213,36 inv w 820,52 n v 8 2 3. 0 1A tor 828.91 nv s 8' - 2,96 = 824.54 inv nh = 824.91 storry-i manhole 829.21 i n,,, n = 819,18 inv e = 820.5-9 ; nv ss = 819.32 iiii storm manhole ",-.[ ril_fLll tor = 829.02 tor = 830.53 --4.)v ne 825• 16 inv n 825.95 Inv e 8'20.70 inv lsN 8213,36 inv w 820,52 Inlet tor 828.91 inv ne = 824.54 inv nh = 824.91 %X- 4 10 asphalt 24" chairb6ck curb 12 inlet le-- _m, anh7 tot- = 841.06 tor = 83 .86 n inv e = 8-17.39 o pipes visible inlet I (full of water) tor = 8 O.63 inv e = K8,78 inv w = >I i CC I sanitarylrnanhole "tor = E141.10 inv n =1 832.90 inv s 83').90 VICINITY MAP NOT TO SCALE fi 411 7 ;A Zi 7 ur_Klsr�c 7� WPM L R M7 31, • k�3 spa W. A" ik: 'C x _7 i'n A ­)o 4 0 20 40 SCALE: I" = 20' [T.D 71M. (BY OTHERS) - RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF Ist AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION 8411.53 (1929 NGVD) L E G E'N E-) = CLEAN OUT = GAS METER GV M = GAS VALVE C - = GAS LINE ACS = AIR CONDITIONER UNIT = ELECTRICAL CUTLET = FIRE HYDRAN T WV M = WATER VALVE - - - - - - WTR - = WATER LINE ® - CURET INLET STREET LIGHT YARD LIGHT TRAFFIC HANDHOLE SANITARY MANHOLE POWER POLE FLAT GRATE IN' ET DO = DRAINAGE MANHOI E V = SIGN (D = TELEPHO[�F MANHOLE *"w- = CONIFEROUS TREE Q = BUSH DECIDUOUS TREE UT UNDERGROUND TELEPHONE S-l'ump WATER METER GROUND LIGHT QA_QTI0N 1! ME LOCATIONS OF ALL EXISTING UNDERGROUND UTILOIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIL177ES FOR WHfCH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTIL177ES SHALL BE VERIOED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-600-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND REVISIONS # DATE BY I NOTES I 19/30/041DRIVII LOTS 29 & 30, R/W, REPORT J) No, -z- LS 9600013-) IND 140. CER11FIED 13r. - - DATE 9105 EAST56TH STREET SUITE 2000 INDIANAPOUS, INDIANA 46216 OEM (317) 876-0064 FAX: (317) 876-0114 CONGDON ENGINEERING AS=ATES, INC. CIVIL RESIDENTIAL SURVE'flNG MULfl-USE TRAILS STRUCTURAL CONSTRUCTION ENGINEERING LANDSCAPE ARCHITECTURE SiTE DEVELOPMENT PLANNING CARMEL REDEVELOPMENT COMMISSION RANGELINE ROAD RETAIL & TOWNHOUSE CARMEL, INDIANA ALTA/ACSM/TOPOGRAPHIC LAND TITLE SURVEY Project No.: Date: Drawn: Approve( 04-132 05/26/0 DRM DRM CAD Files: Sheet Number 04-132LTS.dwg 1 OF 3 L E G E'N E-) = CLEAN OUT = GAS METER GV M = GAS VALVE C - = GAS LINE ACS = AIR CONDITIONER UNIT = ELECTRICAL CUTLET = FIRE HYDRAN T WV M = WATER VALVE - - - - - - WTR - = WATER LINE ® - CURET INLET STREET LIGHT YARD LIGHT TRAFFIC HANDHOLE SANITARY MANHOLE POWER POLE FLAT GRATE IN' ET DO = DRAINAGE MANHOI E V = SIGN (D = TELEPHO[�F MANHOLE *"w- = CONIFEROUS TREE Q = BUSH DECIDUOUS TREE UT UNDERGROUND TELEPHONE S-l'ump WATER METER GROUND LIGHT QA_QTI0N 1! ME LOCATIONS OF ALL EXISTING UNDERGROUND UTILOIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIL177ES FOR WHfCH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTIL177ES SHALL BE VERIOED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-600-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND REVISIONS # DATE BY I NOTES I 19/30/041DRIVII LOTS 29 & 30, R/W, REPORT J) No, -z- LS 9600013-) IND 140. CER11FIED 13r. - - DATE 9105 EAST56TH STREET SUITE 2000 INDIANAPOUS, INDIANA 46216 OEM (317) 876-0064 FAX: (317) 876-0114 CONGDON ENGINEERING AS=ATES, INC. CIVIL RESIDENTIAL SURVE'flNG MULfl-USE TRAILS STRUCTURAL CONSTRUCTION ENGINEERING LANDSCAPE ARCHITECTURE SiTE DEVELOPMENT PLANNING CARMEL REDEVELOPMENT COMMISSION RANGELINE ROAD RETAIL & TOWNHOUSE CARMEL, INDIANA ALTA/ACSM/TOPOGRAPHIC LAND TITLE SURVEY Project No.: Date: Drawn: Approve( 04-132 05/26/0 DRM DRM CAD Files: Sheet Number 04-132LTS.dwg 1 OF 3 4 O L 0 0 O O �1 OLOOFzZ- O!L_AN 2'2 SCALE: 14 - 1 -0' 4 " <�� ONLA 0 2 X0000 FLAN A2.2 SEAL E: 1/411 4 i I __ 11 t -1- 35/811 61- 35/811 ONL_A O -O OOOOO SOON A2.2 4 00 0 a 0 CO ' 1511- 43/411 � 63% 4g'- Bs /gll X211 25'- 10/211 4 _ 3 21- - 10. 31 -411 41 ��' �3' -4" 41 -811 -4 2 qy 2 5 �4� H ��811 - 2' -8 S' -4 2 8 51 -4 I 20 20 77t j - -- G, O DI - 06 0 ZUG B El 2. I �J b O WINDOWS IN THIS UNIT ARE O DIMENSIONED TO CENTERLINE �/Z 1 11211 q/ 2 11 23' -2%211 �Z° 251- 10'/2" 2'- 43/811- 3 3' -OYO �1' -4� T /8' 6' 413/611 3/6` 2 -04� -oy4�1 3' 6. _ q�� T' -4" -q" 3' -6 " 51 -411 31_411 31_411 In 1 1 2 2G 24 O II U C 2 201 U I, 2 1 �I UNIT F �1 I ' 8 - j ' O ST 21 O 01 O 11 3' -411 411 -011 31- 411 E-'5/8 g12N 0 �7'- 03411 2 O 61 O O -UNi T G - 204 OPENINC7 IN i FLOOR FOR FUTURE 5TAIR o- O.a' i!.O 31 -4" II. 32'- 83/411 PLAN KEY NOTES 1. PREFINISHED ALUMINUM DOWNSPOT. 2. BALCONY. 3. STEEL CANOPY BELOW. 4. MARQUEE BELOW. 5. STRUCTURE ABOVE 16' -4/811 X6.1 4 UNIT 5 203 I r- 51 -66 5-511 - o B A I I l5tft 5TA R 202 ' 2G � 1 O L UNIT A- _ 201 STAIR 215 , L II1 -3/411 �L3' -A O 516NATJRE B DATE t 06.17.05 cOPYRI6HT d OWNER5HIP OF DOGUMENT5 THIS DOGUMENT 15 AN INSTRUMENT OF 5ERVIGE AND 15 THE 50LE PRO!'E? OF THE ARGHITEGT AND PEOGOR DE516N GROUP. J1 \ ALL INFORMATION CONTAINED HEREIN 15 GONFIDENTIA__ I15 50MI55 ON AVD m PISTRIENRION TO OTHER PARTIES 5 NOT TO BE CONSTRUED AS PUELIGAT ON IN DEROGATION OF COMMON SAW GOPTRI OHL, INTELLEG`JA' PROPERT' RIGHTS OR OTHER RE5ERVED RIAHT5. I ALL INFORMATION GOMAINED HEREIN GONSTIMES THE ORIGINAL AND UNRBL15HED WORK OF THE ARGHITEGT, JAME5 R. 5lNZMAN AND PFD GP DESIAN GROUP. TI AWINGS OR THE RE'�UL NG --- .__. NO PART R WHOLE OF THIS DESIGN, F -E DR - BUILDIIY OR BJILDINGS, OR PORTIONS OF THE RESI,LTIN6 BUILDING OR �H T AP R/B�ISNE7 - I HI I O OGR HEC , ATF X B ED m HJILD IN65 MAY BE PA'L L �D GOP ED, E O N A -A WITHOUT THE SEE:; FIG MODIFIED OR O THERYVISE DISTRIBUTED I NY W AND PRIOR WRITTEN CONSENT OF THE ARGH'.TELT, y4ME5 R. STUTZMAN. AND PEDGOR IOHT 2 05D A. ©GOPYRIAHT 2005 JAMES R. STUTZMAN AIA, INpIANAPDLIS L I mI DATE 6.0 2005 4 PROJECT NO. 00000 (f� GAD REFERENGE NO. AUTOG,AD 2005 �I 2_I G PLOT REFERENCE No NONE m DRAWING 5GALE SEE DRMIN6 Ae.l REVI51ON5 - I N m m �r 21 � 4 � 21 I m T- 1 t\_0 PROJECT T''TLE N co O lk CIO 2 O GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30' -0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0 ". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A(E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 311 UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE. M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 114" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. LE-VEL O N0 4 \ O OOi� OL 00 A2.?// SCALE i8 : = -O U) 0.. O T. W U) 5 z rr 3: < O U LL U) Q c/) z 0 wa 0 C) ° ° z Lij Q J o �w w cn U SHEET TITLE LEVEL TWO FLOOR PLAN SHEET NUMBER 2✓ 22 2 5 -bye 3' -3„ - 21 B 23 UNIT D 206 213 A O N m 10 B � STAI o A r 205, In - X11 STAIR I - I I20, __. . -� 20 El A — D�0 Y LOBBY A 20 3 BALCONY �0 ELEVATOR 4 `' 3I'- I7 /8,: -- 31 411 LJ II' -3411 - I, 4 �I ECH M211 205 5 m 2 1 �I UNIT F �1 I ' 8 - j ' O ST 21 O 01 O 11 3' -411 411 -011 31- 411 E-'5/8 g12N 0 �7'- 03411 2 O 61 O O -UNi T G - 204 OPENINC7 IN i FLOOR FOR FUTURE 5TAIR o- O.a' i!.O 31 -4" II. 32'- 83/411 PLAN KEY NOTES 1. PREFINISHED ALUMINUM DOWNSPOT. 2. BALCONY. 3. STEEL CANOPY BELOW. 4. MARQUEE BELOW. 5. STRUCTURE ABOVE 16' -4/811 X6.1 4 UNIT 5 203 I r- 51 -66 5-511 - o B A I I l5tft 5TA R 202 ' 2G � 1 O L UNIT A- _ 201 STAIR 215 , L II1 -3/411 �L3' -A O 516NATJRE B DATE t 06.17.05 cOPYRI6HT d OWNER5HIP OF DOGUMENT5 THIS DOGUMENT 15 AN INSTRUMENT OF 5ERVIGE AND 15 THE 50LE PRO!'E? OF THE ARGHITEGT AND PEOGOR DE516N GROUP. J1 \ ALL INFORMATION CONTAINED HEREIN 15 GONFIDENTIA__ I15 50MI55 ON AVD m PISTRIENRION TO OTHER PARTIES 5 NOT TO BE CONSTRUED AS PUELIGAT ON IN DEROGATION OF COMMON SAW GOPTRI OHL, INTELLEG`JA' PROPERT' RIGHTS OR OTHER RE5ERVED RIAHT5. I ALL INFORMATION GOMAINED HEREIN GONSTIMES THE ORIGINAL AND UNRBL15HED WORK OF THE ARGHITEGT, JAME5 R. 5lNZMAN AND PFD GP DESIAN GROUP. TI AWINGS OR THE RE'�UL NG --- .__. NO PART R WHOLE OF THIS DESIGN, F -E DR - BUILDIIY OR BJILDINGS, OR PORTIONS OF THE RESI,LTIN6 BUILDING OR �H T AP R/B�ISNE7 - I HI I O OGR HEC , ATF X B ED m HJILD IN65 MAY BE PA'L L �D GOP ED, E O N A -A WITHOUT THE SEE:; FIG MODIFIED OR O THERYVISE DISTRIBUTED I NY W AND PRIOR WRITTEN CONSENT OF THE ARGH'.TELT, y4ME5 R. STUTZMAN. AND PEDGOR IOHT 2 05D A. ©GOPYRIAHT 2005 JAMES R. STUTZMAN AIA, INpIANAPDLIS L I mI DATE 6.0 2005 4 PROJECT NO. 00000 (f� GAD REFERENGE NO. AUTOG,AD 2005 �I 2_I G PLOT REFERENCE No NONE m DRAWING 5GALE SEE DRMIN6 Ae.l REVI51ON5 - I N m m �r 21 � 4 � 21 I m T- 1 t\_0 PROJECT T''TLE N co O lk CIO 2 O GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30' -0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0 ". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A(E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 311 UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE. M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 114" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. LE-VEL O N0 4 \ O OOi� OL 00 A2.?// SCALE i8 : = -O U) 0.. O T. W U) 5 z rr 3: < O U LL U) Q c/) z 0 wa 0 C) ° ° z Lij Q J o �w w cn U SHEET TITLE LEVEL TWO FLOOR PLAN SHEET NUMBER 22 2 - 21 B 23 213 A N m 10 � - r 2 1 �I UNIT F �1 I ' 8 - j ' O ST 21 O 01 O 11 3' -411 411 -011 31- 411 E-'5/8 g12N 0 �7'- 03411 2 O 61 O O -UNi T G - 204 OPENINC7 IN i FLOOR FOR FUTURE 5TAIR o- O.a' i!.O 31 -4" II. 32'- 83/411 PLAN KEY NOTES 1. PREFINISHED ALUMINUM DOWNSPOT. 2. BALCONY. 3. STEEL CANOPY BELOW. 4. MARQUEE BELOW. 5. STRUCTURE ABOVE 16' -4/811 X6.1 4 UNIT 5 203 I r- 51 -66 5-511 - o B A I I l5tft 5TA R 202 ' 2G � 1 O L UNIT A- _ 201 STAIR 215 , L II1 -3/411 �L3' -A O 516NATJRE B DATE t 06.17.05 cOPYRI6HT d OWNER5HIP OF DOGUMENT5 THIS DOGUMENT 15 AN INSTRUMENT OF 5ERVIGE AND 15 THE 50LE PRO!'E? OF THE ARGHITEGT AND PEOGOR DE516N GROUP. J1 \ ALL INFORMATION CONTAINED HEREIN 15 GONFIDENTIA__ I15 50MI55 ON AVD m PISTRIENRION TO OTHER PARTIES 5 NOT TO BE CONSTRUED AS PUELIGAT ON IN DEROGATION OF COMMON SAW GOPTRI OHL, INTELLEG`JA' PROPERT' RIGHTS OR OTHER RE5ERVED RIAHT5. I ALL INFORMATION GOMAINED HEREIN GONSTIMES THE ORIGINAL AND UNRBL15HED WORK OF THE ARGHITEGT, JAME5 R. 5lNZMAN AND PFD GP DESIAN GROUP. TI AWINGS OR THE RE'�UL NG --- .__. NO PART R WHOLE OF THIS DESIGN, F -E DR - BUILDIIY OR BJILDINGS, OR PORTIONS OF THE RESI,LTIN6 BUILDING OR �H T AP R/B�ISNE7 - I HI I O OGR HEC , ATF X B ED m HJILD IN65 MAY BE PA'L L �D GOP ED, E O N A -A WITHOUT THE SEE:; FIG MODIFIED OR O THERYVISE DISTRIBUTED I NY W AND PRIOR WRITTEN CONSENT OF THE ARGH'.TELT, y4ME5 R. STUTZMAN. AND PEDGOR IOHT 2 05D A. ©GOPYRIAHT 2005 JAMES R. STUTZMAN AIA, INpIANAPDLIS L I mI DATE 6.0 2005 4 PROJECT NO. 00000 (f� GAD REFERENGE NO. AUTOG,AD 2005 �I 2_I G PLOT REFERENCE No NONE m DRAWING 5GALE SEE DRMIN6 Ae.l REVI51ON5 - I N m m �r 21 � 4 � 21 I m T- 1 t\_0 PROJECT T''TLE N co O lk CIO 2 O GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30' -0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0 ". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A(E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 311 UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE. M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 114" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. LE-VEL O N0 4 \ O OOi� OL 00 A2.?// SCALE i8 : = -O U) 0.. O T. W U) 5 z rr 3: < O U LL U) Q c/) z 0 wa 0 C) ° ° z Lij Q J o �w w cn U SHEET TITLE LEVEL TWO FLOOR PLAN SHEET NUMBER CC,-A�F.,CL C FCCCiZ CLAN A2.3 SC AL_E: 1411 ( I LNLARC -IO 2 C_CCi:�,) ULAN A2.3 SCALE: 1411 = I1_0" � 61.3�/gll LNL -A C -D 3 L CCU CLAN 2.V S,GAL E: /411 - -01I 4 00 C ub C 6" 48' (+,211 4 4' 4'--b" 3' -4 4- 811 3' -4112 �41 3' -103/ II 1 � I 20 20 20 I - ------------ - 2 2 yJ u L✓ 3 I � L� m g aye � 0 � 30" r -U n, � r I I LII 2 0 121- 63/gll 6 -2y m STAIR O 2 30 4 III 301 I --LEI o _ OBEY A 7 m L \ 301 fl I20 ELEVATOR 4 31' -211 m 2 = 2 34 c`• _ Fr 4 O 5 MEGH_. 5TA o 312 m 2 IO �n m O 26 NIIT F 21 1 _ 4 � 2 - 2_ I � 3 �� 4 �3' -4 4' -0" 3' -4" 61 -4�/8 � �C - - _ � 5/g l l a✓z 6.0 71 -0314 1 0 2 6.0 251 - 10/21, n 1 111 91 25 i� C L INDOWS IN TH15 UNIT ARE 51'- 43/4" [)PENLONED TO CENTERLINE d✓2 23' -/-2 211 251 -IOI /211 21 -43/g — 2` -03/4 31 4/8 -IIT/ 1'6'- 413/6" 61 413/611 -III /� 6' -O,1 21 -2 61 0H 21 -211 611011 3 2 - 0 124 [PLAN KEY NOTE5 1. PREFINISHED ALUMINUM DOWNSPOT. 2. BALCONY. 3. STEEL CANOPY BELOW. 4. MARQUEE BELOW. 5. STRUCTURE ABOVE 116' -4" 2 A6.1 W 1,N 2) 12' 231 -2Y2, 515NATJRE & DATE - „611 51 -411 31 -4” 3' -4' 06.x.05 -- GOPYRI5HT 6 OWNER51--iP OF DOGJIIENT5 AT.I - 2a THIS DOCUMENT 15 AN AND FFr'IENT OF SERVICE AND 15 THE SOLE PRO =`R?Y - Lf rJ OF THE ARGHI ION AND CONTAINED HE DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IT CONFIDENTIAL. ITS 5UBMISSION AND DISTRIBUTION ISERO&AT TO OTHER PARTIES IS NOT TO 6E CONSTRUED AS PPROPE`ION i o I IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLEGNAL pROpEa`T RI6HT5 OR OTHER R15ERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND ry1 UNPUELI51HED WORK OF THE ARCHITECT, -AHE5 R 5TUTZMAN, AND PUW,,)R -- - - - CPA T OR Y&IOLE OF THIS DESIGN, THESE DRANIN65 0R THE RES�I - "..'� tl� EIU1LDING OR BUILDIN55, OR PORTIONS OF THE RESULTING 50ILDINO OR I� 2�7 \ BUILDI N65 MAY BE DJPLI GATED COPIED. EXHIBITED, PHOT06RAPHED P.,3. SHED - MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE 51Er F _ 3� 1 V - AND PRIOR WRITTEN CON5ENT OF THE ARCHITECT , JAMES R. 5T ZMAN AND PEDCOR DE516N PEDGOR 2 © GOPYRIC,HT 2005 JAME5 R 5TUTZMAN, AIA, INDIANAPOLIS 4) DATE 6.GT.2005 I I } PROJECT No. 00000 GAD REHERENCE NO, AUTO-AD 2005 G PLOT REFERENCE NO. NONE DRAWING SCALE 5EE DRAWING 302 4 O 4\ _ A T '-o O. STAIR 4WN MI5 I II' -311 31 =411 �— 161_ ;— I 10. GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30 -1 THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0 ". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 30' 1 UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE, M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. 4 FLCCF, -"CA`\A N 2.3 SCALE: lb'' - -C11 PROJECT TITLE co IN CO d- 0. 0 :E W U) 5 z 011� 3: < U 0 H V) C) z 0 wQ 0 C) ° °z Q .. o J w w75 rr- cn U 5HEET TITLE LEVEL THREE �LOO� ALAN 5HEET NUMBER 0 - REVISIONS 2 MARK DATE DE50RIPTION - 06 -01 -05 CITY OF GARMEL PERMIT SE' - 5' -6/2 11 31 O6 -I1 -05 GON51I ION SET I. ° Q t- - - -- UNIT A - - -- -- - � o I A = O - �I I L I — m 1 \ I STA R I - 302 4 O 4\ _ A T '-o O. STAIR 4WN MI5 I II' -311 31 =411 �— 161_ ;— I 10. GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30 -1 THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0 ". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 30' 1 UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE, M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. 4 FLCCF, -"CA`\A N 2.3 SCALE: lb'' - -C11 PROJECT TITLE co IN CO d- 0. 0 :E W U) 5 z 011� 3: < U 0 H V) C) z 0 wQ 0 C) ° °z Q .. o J w w75 rr- cn U 5HEET TITLE LEVEL THREE �LOO� ALAN 5HEET NUMBER 0 O 1- 53 /cs 1 I, OJ -53/1 53/411 I 411 51 -2%811 41 4 gll L_ 1. � ji 0 �1 - Nl_/000E -L F 000 x 'LAN �.4 SCALE: 000000 _D 3 X0000 x='100 2.4 SGAL-E: �41� (D] 0100001 -D 4 - 000 OL00 /�2.4 SGALL: X411 - x,11 4 ,. 11 2 LL _. 0 00 0 50'- 03/411 2 osA 48'- 85/811 2'41 O -O TT �%` L — 2 oL V �- I O o o O 21 - - - - -- - -- - - �- �� 1 408 y; + A 411 O RA15E FLOOR O C STAIR 6 0 5 412 TH15 AREA TO H. ✓.5 w g ? - -� 4f3 FT ROOF DE O- 5 i 0 O A6.I c LIN \L' CA N PLAN KEY NOTES 1. PREFINISHED ALUMINUM DOWNSPOT. 2. BALCONY. 3. STEEL CANOPY BELOW. 4. MARQUEE BELOW. 5. STRUCTURE ABOVE. 6. ORNIMENTAL METAL GUARD RAIL. 2 AC .I m r DOWN 510NATURE d DATE ! GOPYRI6HT S OWNER5HIP OP DOC.UMtN I h THIS DOGUMENT 15 AN INSTRUMENT OF 5ERVIGE AND 15 THE SOLE PROPERTY OF THE ARGHITEGT AND PEOGOR PE51ON GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. 1T5 5UBM'55ION AhO DI5TRIBUTION TO OTHER PARTIES 15 NOT TO BE LO%S ED AS R1BL CA "ION IN DERO`ATION OF COMMON LAW GOPYRI6HT, INTEL'-EGrUAL PROPER -T RIGHTS OR OTHER RE5ERVED RI6H 75. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND G UNPUBLISHED WORK OF THE ARGHITEGT JAMES R. STUTZNWN AND PFDGOR DESIGN GROUP ._,._. ...__.... NO PART OR WHOLE E, THIS DESIGN, THESE DRAWINGS JI THE R R T'NG BUILDING OR BVIBE DJS, OR PORTI ON5 OF THE RESULT I 6UILDIPY OR BNl?IF]F MAY BE DJPL5A 1ST COPIED, EXHIBITED PHOTOGRAPHED -HLI EC, MODIFIED OR OTHERWISE DISTRIBUTE RC ANY WAY WITHOUT THE Kl F AND PRIOR WRITTEN GONSEN' OF THE ARCHITECT, -AMES R. STUTZNAh. ANp PEDGPT DESIGN iJA © COPYRIGHT 2005 05 JANgS R. STUTZMAN, AIA, INpIANAPOLiS DATE 6,0 .2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE TO NONE DRAWING SCALE SEE DRAWINS REV!510N5 MARK DATE DE5GRIPTION 06 -01-05 CITY OF GARMEL PERM 'T SET 06 -I1-1)5 1 GON5Tld1CT10N SET - 0 PROJECT TITLE N C7 O GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30' -0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 30'1 UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE. M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 114" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. 0000!_ OOUO 00000 0001 SALE: ,811 _ 1 -oI1 (1) CL O 77 w c/) z 3: < o LL Cn Q cl � z 0 wQ 0 Z O J Lu w 12E Iz Iz � Q cn U SHEET TITLE LEVEL FOUR FLOOR PLAN SHEET NUMBER A20 (D 00 0 O L w (D 4 4" WIDE 0 --- 3 - -- _ L CD 0 Pon 0 4" A I 17/E T mI LY WIDE 0 A I 41 2 C.O 0 0 2 SIGNATURE 9 DATE ! n/-* -rte n47 A7.I A .I GOPYRI&HT 8 OWNER5HIP OF DOGUMtN I5 / THIS 15 INSTR OF 5ERVIGE AND 'S THE 50LE PROPER'T OF THE ARGHITEGT AND PEDGOR DESIGN GROUP. T DC O HE ARCHITECT ALL AhD IN ITOGBE ` \ - - - - - -- -- - - - ' - -- \ / \ \ D 5TR BUT ONATOOOTHER PARTDE5H5 NOT CO 5NTRUED A5 PJBL� AS I IN DEROGATION OF COMMON LAW COPYRIGHT INTELLEC JA- PROFER`Y RIC HT5 OR OTHER RE5ERYED RIGHT5. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND -�— -___. - - -- - - -- - - -- -- / - i" UNFUBLI5HED WORK OF THE ARGHITEGT, .AME5 R. 5TUTZMAN, ANO PEDGOR —_ D GROUP. -- -- - - - -- - - -- — -- - -' - \ NO PART OR WHOLE OF THIS DESIGN, TilESE DRAWINGS OR THE RE`�1L' N6 A BUILDING OR 50ILDIN55, OR PORTION5 OF THE RE5ULTIN'G BUILDING CR I " II BUILDINGS MAYBE GVPLICATED, GOP!ED, ExHIBITED PrIOT06RAPUE'J. PJBLSHED, MODIFIED OR OTHERWISE DISTRIO)TED IN ANY WAY W11.71HOUT THE __. _ - -- -____ ._ .... _.- ,. __ -- • -._ _.. _._... _.. AND PRIOR WRITTEN GON5ENT OF THE ARCHITECT, JAME5 R.51 'ZNeI.,, AND ,..._.. ___ _ YRICHJ 2000 JANE5 R. 5TUTZMAN, AIA, INDIANAPOL'S © GOP 5 2 DATE 6,0 12005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 - PLOT REFERENCE NO NONE __ r - - - A6. DRAWING SCALE SEE DRAWI'v6 oF� /I aInAl0. lz LU ROOFING PLAN KEY NOTES 1. PREFINISHED ALUMINUM DOWNSPOT. 2. PREFINISHED ALUMINUM CONDUCTOR HEAD. 3. PRECAST BALLAST PAVERS ON ADJUSTABLE PEDESTAL. 4. PREFINISHED ALUMINUM GUTTER. 5. GUTTER BUILT INTO CORNICE.. 6. PREFINISHED ALUMINUM COPING. 7. WOOD FRAMED CRICKET OVERBUILD. 8. PRECAST PAVER WALKWAY. 9. GUTTER EXPANSION JOINT. 10. EXTEND ROOF TO 8" ROUND CAP WHERE ROOF LINES INTERSECT. PROVIDE 6 " -16 GA. METAL FRAMING OVERBUILD WHERE ROOF EXTENDS OVER FLAT ROOF AND.CLAD VERTICAL SURFACES FACING ROOF DECK TO MATCH BACK SURFACE OF ADJACENT PARAPET. ROOF - GENERAL NOTES A. ROOF SLOPE IS ACHIEVED BY SLOPED STRUCTURE AT 114" PER FOOT. ROOF DECK IS COVERED WITH 3" RIGID INSULATION AND 5/8 "'DENS GLASS GOLD' SHEATHING UNLESS NOTED OTHERWISE. B. ALL DOWNSPOUTS ARE PLAIN RECTANGULAR. REFER TO THE PLAN FOR NOMINAL SIZE PER LOCATION. 2 Ab. I_0. P 4'' 40'-C'' GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE TO FACE OF MASONRY WALLS, FACE OF METAL STUDS, OR COLUMN CENTERLINE UNLESS NOTED OTHERWISE. C. APPLY DAMP PROOFING ON ALL CONCRETE FOUNDATION WALLS INCLUDING THE RETAINED EARTH SIDE OF INTERIOR FOUNDATION WALLS WHERE FLOOR ELEVATION SHIFTS OCCUR. D. ALL WORK SHOWN ON THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. E. BUILDING IS FULLY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. F. PAINT ALL HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL, LINTELS, HANDRAILS, GUARDRAILS, LADDERS, BEAMS, JOISTS, COLUMNS, ETC. IN ALL FINISHED AREAS. G. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. H. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR & WINDOW FRAMES. J. MAXIMUM SPACING BETWEEN MASONRY CONTROL JOINTS (C.J.) SHALL BE 30' -0 ". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24' -0 ". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON LOAD BEARING WALLS; AT ALL ABRUPT CHANGES IN WALL HEIGHT; AT ALL CHANGES IN WALL THICKNESS; AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E PRIOR TO CONSTRUCTION. K. MAXIMUM SPACING BETWEEN GYPSUM DRYWALL CONTROL JOINTS (C.J.) SHALL BE 30' -0" UNLESS NOTED OTHERWISE. VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. L. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE. M. ALL HOLLOW METAL DOOR FRAMES IN MASONRY WALLS SHALL BE GROUTED FULL. ALL HOLLOW METAL FRAMES IN GYPSUM BOARD WALLS SHALL BE SPOT GROUTED. N. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. P. ALL ROOF SLOPES ARE 1/4" PER FOOT UNLESS NOTED OTHERWISE. Q. ALL METAL FRAMED WALLS SHALL EXTEND TO ROOF DECK ABOVE AND BE PROVIDED WITH FIRESTOP SEALANT UNLESS NOTED OTHERWISE. R. REFER TO SHEET A5.0 FOR WALL TYPES. 4 ZL T PROJECT TITLE Co (D c/) OJ =w c/) 5 z rr i>> < Ov � w �z Q orro �Z a 0 J �, W w 12 rr H Q CA U 5HEET TITLE ROOF PLAN 5HEET NUMBER A30 MATERIAL LEGEND _ REELEGTED GE I L I N6 PLAN KEY NOTES 1. EXPOSED STRUCTURE- PAINTED 2. PLATER CONTROL JOINT. 3. RECESSED COVE LIGHT. 4. 2 HOUR RATED GYP. BD. CEILING @ V -0" A.F.F. 5. 2 HOUR RATED GYP. BD. CEILING @ 8'4' A.F.F. W/8 "x16 GA. CFS STEEL JOISTS @ 16" O.C. ATTACHED TO AAC WALL W/16 GA. L -CLIP AT EACH END. 6. RECESSED LIGHT FIXTURE (SEE ELECTRICAL). 7. PAINTED STEEL BALCONY GRATING AND FRAME. UNIT A 101 �EOL ONE LLEC, ED O I L LO O A4.1 5GALE: lb' ARGHITEGT / PROJECT MANAGEMENT F116 1.0 IE NMI OR alE i I N QKOqF 335 Ridgapaint Driva Carmsl, Indiana 46032 317.705.7979 (phone) 39 7.705.7980 (fax) SEAL 5 T U ��.�• TRF �.y. 00033126 STATE OF SIGNATURE 8 DATE GOPYRI0HT a OWNER5,HF OF DOGUMENT5 TH15 DaVMff =NT 15 AN IN5TRUFENT OF 5ERYIGE AND 15 THE SOLE P O°ERT- OF THE ARCHITECT AND PEDGOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. ITS SU5MI55 GN AND DISTRIBUTION TO OTHER PARTIES 15 NOT TO BE GON5TRUED AS PUBLIC,-01 IN DEROGATION OF COMMON LAW GOPTRIGHT, INTELLEOTUAL PRO"ERT' RI6HT5 OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON57 E5 THE ORIGINAL AND JNPUBbSHED NORK OF THE ARGHITEGT, JAMES R. STUTZMAN, AND °EDCOR DE516N GROUP, NO PART OR WHOLE OF TH15 DE516N, THESE DRANIN6,5 OR THE RESULTING BUILDING OR UIILDIN65, OR PORTIONS OF -HE RESULTING U/ILDINS OR BU I TO N55 MAY BE DUPLICATED, COPIED, E %HI BIEED, PHOTOGRAPHED. P'JBL "El, MODIFIED OR OTHERW15E DISTRIBUTED IN ANY WAY W'. TROUT THE 5PEG FIG AND PRIOR HRITTEN GON5FR OF TIE ARGHITEGT, JAMES R. STVTZPAN, AND PE OR DESIGN PEDGOR. © OOPTRI6HT 2005 JAMES R. STUTZMAJ, AIA, IND'ANAPOL.5 DATE 6.01.2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOCAD 2005 PLOT REFERENCE NO. NONE DRAWING 56ALE 5EE DRAWING RE V ISI ON5 MARK DATE DESCRIPTION 06 -0 -05 OTY OF DARNEL "ERMIT 5ET 06 -I1 -05 C.ON5TRUGTION 5ET I' PROJECT TITLE N co O (D mot' U) OJ =w W 75; z oC 3:a ov LL C/) < � �z o W � o J ° �Z - a F— J W w W2 H Q cA U SHEET TITLE LEVEL I REFLEGTED GE I L I NCB PLAN SHEET NUMBER FAINTED GELLULAR PVC, BEADBOARD PLASTER - - 2'x2' SUSPENDED AGOU5TIGAL PANEL REELEGTED GE I L I N6 PLAN KEY NOTES 1. EXPOSED STRUCTURE- PAINTED 2. PLATER CONTROL JOINT. 3. RECESSED COVE LIGHT. 4. 2 HOUR RATED GYP. BD. CEILING @ V -0" A.F.F. 5. 2 HOUR RATED GYP. BD. CEILING @ 8'4' A.F.F. W/8 "x16 GA. CFS STEEL JOISTS @ 16" O.C. ATTACHED TO AAC WALL W/16 GA. L -CLIP AT EACH END. 6. RECESSED LIGHT FIXTURE (SEE ELECTRICAL). 7. PAINTED STEEL BALCONY GRATING AND FRAME. UNIT A 101 �EOL ONE LLEC, ED O I L LO O A4.1 5GALE: lb' ARGHITEGT / PROJECT MANAGEMENT F116 1.0 IE NMI OR alE i I N QKOqF 335 Ridgapaint Driva Carmsl, Indiana 46032 317.705.7979 (phone) 39 7.705.7980 (fax) SEAL 5 T U ��.�• TRF �.y. 00033126 STATE OF SIGNATURE 8 DATE GOPYRI0HT a OWNER5,HF OF DOGUMENT5 TH15 DaVMff =NT 15 AN IN5TRUFENT OF 5ERYIGE AND 15 THE SOLE P O°ERT- OF THE ARCHITECT AND PEDGOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. ITS SU5MI55 GN AND DISTRIBUTION TO OTHER PARTIES 15 NOT TO BE GON5TRUED AS PUBLIC,-01 IN DEROGATION OF COMMON LAW GOPTRIGHT, INTELLEOTUAL PRO"ERT' RI6HT5 OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON57 E5 THE ORIGINAL AND JNPUBbSHED NORK OF THE ARGHITEGT, JAMES R. STUTZMAN, AND °EDCOR DE516N GROUP, NO PART OR WHOLE OF TH15 DE516N, THESE DRANIN6,5 OR THE RESULTING BUILDING OR UIILDIN65, OR PORTIONS OF -HE RESULTING U/ILDINS OR BU I TO N55 MAY BE DUPLICATED, COPIED, E %HI BIEED, PHOTOGRAPHED. P'JBL "El, MODIFIED OR OTHERW15E DISTRIBUTED IN ANY WAY W'. TROUT THE 5PEG FIG AND PRIOR HRITTEN GON5FR OF TIE ARGHITEGT, JAMES R. STVTZPAN, AND PE OR DESIGN PEDGOR. © OOPTRI6HT 2005 JAMES R. STUTZMAJ, AIA, IND'ANAPOL.5 DATE 6.01.2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOCAD 2005 PLOT REFERENCE NO. NONE DRAWING 56ALE 5EE DRAWING RE V ISI ON5 MARK DATE DESCRIPTION 06 -0 -05 OTY OF DARNEL "ERMIT 5ET 06 -I1 -05 C.ON5TRUGTION 5ET I' PROJECT TITLE N co O (D mot' U) OJ =w W 75; z oC 3:a ov LL C/) < � �z o W � o J ° �Z - a F— J W w W2 H Q cA U SHEET TITLE LEVEL I REFLEGTED GE I L I NCB PLAN SHEET NUMBER a/ G w G< 1 F `d C lk-y'4 " 30# FELT 611 METAL STUD 5 /g EXT. SHEATHING 2" AIR SPACE BRICK TIE5 BRICK VENEER VAPOR BARRIER G'YF. BD. BATT IN5UL. Fml 6" METAL STUD 5 /8'' GYP. E3D. BATT (NSUL. I I -5y2. �II CV21I 41I ol I 0 821 ETI 2-HOUR 011 NOMINAL AAG BLOCK BRI GK TIES BRICK VENEER 6" METAL STUD 2 LAYERS 5 /811 'TYPE -X1 6YP. BD. BATT ! NSUL. -BYBII °✓2II 211 she II I I -��gll 4„ �21I 211 s /gI I IO" NOMINAL AAG BLOCK BRICK TIES BRICK VENEER 2" AIR SPADE INTERIOR PLASTER FIN15H 0" NOMINAL AAG BLOCK BRICK TIES BRICK VENEER INT. BRICK VENEER EX -. BRICK VENEER 211 AIR 5PAGE 6Yg I I I ED El 2 -HOUR NALL A5.0 5G ALE: " - I -011 0" NO'­1'INAL AAG BLOCK NTERIOR p_A5TER 1-INISH 35 /g" VETAL STUD 2 LAYERS 5/E51' T"PE -X' GYP. BD. BATT iN510L. 81 II 6 30# FELT 6"- 16 6A. METAL STUD @ 16?" O.0 EXT. SHEATHING 3/411 TREATED HOOD VERT'GAL FURRING STRIPS g 2411 O.G. 211 5TUGGO 51, 5'YP5UM BOARD OVER V.B. ROOM FINISH SCHEDULE NO. ROOM NAME NAL_ FLR. CEILING MAT. HT. REMARKS N 5 E N 101 UNIT A 6B IPF pE 5G ES VARIE5 02 STAIR PF /T IPF /T IPF//T IPF /T T /RT E5 VARIE5 OT ON THE FLOOR / RT ON THE STAIR RISERS AND TREADS 103 UNIT B 0B PF BV BV 5G E5 VARIES 104 UNIT G SB PF BV BV 5C ES VARIE5I _ 05 STAIR iPF /T �F /T PF /T IFF /T T /RT E5 VARIES 07 ON THE FLOOR / RT ON T-�E 5 -AIR RISERS AND TREADS 106 UNIT D 6B IDF BV BV SG E5 VARIE5 _ OT STAIR IPF DF IPF FF 50 ES VARIE5 08 UNIT E 65 6B /BV BV /65 5B 5G E5 VARIE5 Oq LOBBY 55 651 F !PF 6B T 6B I01 -611 W ELEVATOR MACHINE 50 6B/IFF 6B/IPF 65 55 E5 VARIE5 III MEGHANIGAL C - EVIPP IPF PE GB /IPF 5G ES VARIES' _ 112 STAIR IPF /T IDF /T IPF /T IPF /T T /RT ES VARIE5 OT ON THE FLOOR / RT ON T-1E STAIR RISERS AND TREADS 113 UNIT F BV 5D /BV IPF GB 5G E5 VARIES _ 115 STAIR BV =S E5 E5 SG E5 VARIE5 201 UNIT A 0B FF !PF IFF 5G 5 VARIE5 202 STAIR IPF _- FF IPF IPF RT E5 VARIE51 203 UNIT B 6B 5 ;JIFF BV BV 5G E5 VARIE5' 204 UNIT G GB BV/IFF BV BV 5G E5 VARIE5 205 STAIR PF °F IPF PF RT E5 VARIE5 206 UNIT D GB B`✓ /IPF BV BV 5C E5 VARIE5 20T STAIR IPF PF IPF IPF 55 ES VARIE5 208 UNIT E 65 GB /BV /(f F168 /BV /IPF 6B 56 E5 VARIE5 201 LOBBY 05 SB /IPF IPF GB T 0B VARIE5' _ 211 MEGHANIGAL PF IPF IPF IPF 5G E5 VARIE51 212 STAIR IPF DF IPF IPF RT ES VARIE5 213 UNIT F 6B/BV BV IPF 6B SG ES VARIE5 214 BALCONY BV - ES BV 5G G -VG 81 -q 1/21 215 STAIR BV ES E5 ES 55 ES VARIES 301 UNIT A GB IPF IPF IPF 5C E5 VARIE5' _ 302 STAIR PF IPF IPF IPF RT E5 VARIE5,, 303 UNIT B 5B BV /IPF BV BV 5C E5 VARIE5 304 UNIT G 5-B B`✓ /IPF BV BV 5C E5 VARIE5 305 STAIR IPF PF IPF IFF RT ES VARIE5 306 UNIT D 55 BV /!PF 1 BV BV SG E5 1 VARIE5 - 30T STAIR PF IFF IPF IPF 5G ES VARIE5, 308 UNIT E 50 �6B /3V/IPF 6B /BV /IPF' 3E3 5C E5 VARIE5 30q LOBBY 60 .>B /IPF IPF GB T 6B 81 -011 _% MEGHANIGAL PF PF IPF IPF 5G E5 VARIE5 312 STAIR p PE IPF IFF 1 5G E5 VAR' -E5 313 UNIT F SB /BV 1 BV !PF CAB 5G E5 VARIE5 314 BALGONI' BV E5 ES BV 5G 315 STAIR BV E5 E5 ES RT GfDVC VARIE51 402 STAIR IPF DF IPF IPF RT E5 SLOPEI 405 STAIR IPF P IPF PF RT E5 SLOPE 40� STAIR IPF PF IPF IFF 5G -5 5L OPE 4013 UNIT E 03 6B /BV / PF GB 5G E5 VARIE5 _ 411 MEGHANIGAL PF IPF 1 IPF IFF 5G E5 VARIE5 _ 412 STAIR I PF PF IPF IPF RT E5 SLOPE FINISHES GENERAL NOTE BV BRICK VENEER I. SEE PLAN FOR NALL MATERIAL AND LOCATION CPVC PAINTED CELLULAR "VC BEAD BOARD E5 EXPO5ED 5TRUC -T,R= 0B GYPSUM DRYNALLt30ARD FF INTERIOR PLASTER F'1N15H T TILE RT RESILIENT TILE SG 5EALED CONGRET =- : =L_OOR 5 T U Q� �G\STE,q'C'4 y 1 00033126 STATE OF IANP SIGNATURE 8 DATE } , 06.:L7.D5 COPYRIGHT & OWNERSHIP OF DOGUMENTS THIS DOGMIENT 15 AN IN5TRUMENT OF 5ERVIGE AND 15 THE `ALE PROoFP- OF THE ARr,HITEGT AND PEDGOR DE516N GROUP. ALL INFORMATION GONTAINEO HEREIN 15 CONFIDENTIAL. IT5 51"A155 Al AND 215TRIBUTION TO OTHER PARTIES IS NOT TO BE GON57RUEp AE PJBLICAIION IN DEROGATION OF COMMON LAW GOP GI T, INTELLECTUAL PROPER -T RI6475 OR OTHER RE5ERVED RIGHT, ALL INFORMATION CONTAINED HEREIN GON57I'UTE5 -HE ORIGINAL AND UNPUBLISHED WORK OF THE ARLHITEGT, JAMES R. 5TV ZMAN, AND PFDGOR DE51GN GROUP. NO PART OR WHOLE OF TH!5 DE516N, THESE DRAWINGS OR THE RE5,_'I46 BUILDING OR 3IILDINC6 OR PORTIONS OF THE RESULTING- BUILDING OR &11 LDI N65 MAT BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, P,9_1alED, MODIFIED OR OTHERA15E DISTRIBUTED IN ANY WAY WITHOUT THE 5PEG.FIC AND PRIOR WRITTEN GON5ENT OF THE ARGHITEGT, JAMES R. S JTZMAN AND PE DOOR DE516N PEDGOR. © COPYRIGHT 2OC15 _LAME5 R. 5TUTZMAK AIA, INDIANAPOLIS DATE 6.072005 PROJECT NO, 00000 GAD REFERENCE NO. AUTOCAD' 2005 °_OT REFERENCE NO. NONE DRAWING SCALE SEE DRAWIN6 REVISIONS MARK I DATE I DESCRIPTION 06-OT -05 CITY OF GARMEL PERM17 SET 06- '.1 -05 GONSTRUGT!ON SET PROJECT TITLE N co O d' U) 0. OJ =w C/) :E z It 3: < o(.) 00 cn z wQ Iro °z J °- 0 a � J W w W � �a cn U SHEET TITLE ROOM FINISH SGHEDULE & WALL TYPES SHEET NUMBER A5110 ( j G. AI TYPE #1 T 3 Y' STAIR PENTHOUSE BEYOND 1 A 1.1 / TYPE #2� i mill it ®r Fm rlm I STEP J BRICK - TYPE #5 �T EOEO /\T 0' Scl /\LE: /851 = '_DI1 2 STAIR PENTHOUSE BEYONIv !Y ldJ (N L(l O O 10 — FIBER(-,LA55 GORNIGE 11 PREF I N 15HED MTL. FLASHING STANDING SEAM METAL ROOFING FIBERGLASS GORNIGE W /BUILT -IN GUTTER LEVEL 1 �I GUT STONE TRIM LEVEL 3 0 - STUGGO LEVEL 2 e au GELLUL -AR PVG MILLWORK MAROU I S GFRG COLUMN COVER <I 'PLASTFR&LAS SHAPE m lK2 #GOL -E 10364A' 5LOPED SIDEWALK LIU (5EE CIVIL) (+C)") BRICK LEDGE 2 NORTH ELEVATION A6.0 SCALE 1/851' - 11 -011 515NATURE 8 DATE I GOPYRI647 8 OWNER5HIP OF DUC.UMEN 15 THIS DOCUMENT 15 AN I1157RUMENT of 5ERV.GE AND 15 THE SOLE PROPER'Y OF THE ARCHITECT AND PEDCOR DE51GN GROUP, ALL INFORMATION CONTAINED HEREIN 15 CONFI'OENT'I.AL, 'T5 5)5MI55101, AI ) D15TRI5UTION TO OTHER PARTIE5 15 NOT -0 BE CONSTRUED AS PUBLCA -VN IN DEROGATION OF COMMON LAW COPYRIGHT, INTEL'.- ECTUAL PROVER Ty RI+TT5 OR OTHER RESERVED RIGHT5. ALL INFORMATION CONTAINED HEREIN CON5TIME5 THE ORIGIML ANJ UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. 5TUTZMAN, AND °E7COR DESIGN 'ROW NO PART OR WHOLE OF TH15 DESIGN, THESE DRAWING5 OR THE RE5U_' NG BULLOING OR BUILDINGS, OR PORTIONS OF THE RE5ULTING E IILVIN6 OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUB,.'51HE0. MODIFIED OR OTHERAI5E 015TRIBUTED IN ANY WAY WITHOUT THE SPEC FIC AND PRIOR WRITTEN CONSENT OP THE ARCHITEGT, JAMES R. 5TUTZMAN, ANO EDGOR DE516N PEDCOR. © COPYRIGHT 2005 JAMES R. STUTZMAN, AIA, IND,ANAPOLIS DATE 6.01.2005 °ROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE NO NONE DRAWING SCALE SEE DRAWING REV 151 ON5 MARK DATE DE51-RICT ION . -.- 06 -01 -05 1. CITY OF CARPEL PERMIT SET 06 -I1 -O5 CONSTRUCTION 5E7 PROJECT TITLE N co O CO U) 0. OJ =w c/) 2 z or 3:Q o C) U. � �z w Q o T-o ° �Z J - a � J W w W 2 F- Q cn U 5HEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A6110 TYPE #5 BRIGK VENEER C ELLULAR� PVG TRI M M R/ TRI CORNICE RETURN BEYOND — PREFIN. ALUM. GUTTER BRIGK TYPE #5 F I BERGLA55 GORNIGE- 'EDON # - q0- DEGREE - - OUT51 DE _ - CORNER PROFILE OF - -y f CORNER BEYOND O ! _- BRIGK - TYPE #_7 GFRG GORNIGE GELLULAR PVG MILLWORK MARQUEE Q AWNING BEYOND GRG GOLUMN DOVER LINE OF GRADE AT CORNER BEYOND G.J. ---- AL I6NED r` W/ EDGE OF PARAPET WALL LEVEL 5 TYPE #5 BRIGK TO G.J. r) TYPE #8 BRIGK J LEVEL 2 BRIGK LEDGE STAIR PENTHOUSE BEYOND TYPE #5 H G BRICK END OF CORNICE RETURN BEYOND END OF CORNICE RETURN BEYOND G.J. —_ TYPE #5 BRICK TO G.J. BECK OF PARAPET BEYOND TYPE #a b" WIDE GUTTER `BRICK SLOPED ROOF OF STAIR ARCHITECT / f ROJEGT MANAGEMENT VIE ul N �0K qKoqF 335 Ridgepolnt Drive Carmel, Indiana 46032 3-17.705.7979 (phone) 317_705.7980 (fax) -- - -- SEAL BACK SIDE OF PARAPET TO BE ` `\\\�1,S�T�U,Aw / / /f�ii 3/4" CELLULAR G B Q Y/ F E PVG SHEET D 4�� 15TER�O '92 PARAPET BEYOND FIBERGLASS CORNICE �Q TYPE #5 BRICK RETURN BEYOND TO ALIGN __ ���33 �� WITH BAGK OF PARAPET T _ ___ - - - -- STAIR PENTHOUSE STATE OF I -Y }HIDE GUTTER j BEYOND TYPE #8 BRICK % / DlANP ,I k rO 4" DOWNSPOUT WALL OF UNIT #E BEYOND ���i� /q�RCHI TYPE #5 BRICK �II�HIaIIHIiItNtt,N����� STANDING SEAM LOUVER y� C �� a METAL ROOFING SIGNATURE DATE k 4" WIDE BUTTER FIBERGLAS CORNICE 5" DOWNSPOUT W/BUILT -IN GUTTER 7" WIDE = _ LEVEL 4 �.. GUTTER 071j .0Jr GOPYRI6HT &OWNERSHIP OF DOCUMENTS 1 � I i BRIGK i -- _ TH15 DOGUMfNi .5 AN IKSTRUMENT OF 5ERV!GE AND 15 THE SOLE PROPERTY VENT (SEE -, ® I �. � . f O OFT ARCHITECT Alm PEDGOR DESIGN &ROUP _ ALL INFORMATION CONTAINED HEREIN 15 GON FIDEMIAL 1T5 SUBNI55 ?N AVM .. . I DISTRIEVTION TO OTI$R PARTIES IS NOT'C BE , I N'TRLED A5 PIPROP T ON MEGH. { k PROFILE OF IN DEROGATION OF COMMON LAw coP RI r, IN ELLEG AL PROPERr RIGHTS OR OTHER RESERVED RIGHTS. o CORNER BEYOND ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL Alm I UNRI6LISHED WORK OF THE ARGHI EGi AMES R. S- UiZMAN, AND °F�-,OR DESIGN GRCLP. t _ LEVEL '� No RA O OR wHaE of THIS DESIGN T EsE DRAwI Gs oR r E RESUL I� BUILDIN 555 OR MANY IEE DJPLIOGATED, GOIEDEXHIIBITED, R-OTQSRDA ED A3 IS�EE. �-- `-- 5T0000 MODIFIED oR or ERwls DIS R:�u ev IN nrvr ur WrHOU -HE SPEC FIG 'j AIm OF THE ARGNITEGT, 1AME5 R. SMZMA b — � BRIGK TYPE # O GO. YRIOHT 2005 JAMES R STUTZ. AN, DIANAPOLIS f R2IORwRITTENOGOR. T N 1 I PEIX.OR DESIGN PEDGOR. r P *n AIA IN PAINTED STEEL I �; I DATE 6.c, zoos FRAME PVG CELLULAR I� PROJECT NO. 00000 TRIM MARQUEE CAD REFERENGE NO. AUTOGAD zoos LEVEL 2 PLOT REFERENCE NO. NONE DRAWING SCALE SEE DRAWING ORNAMENTA 1 FABRIC AWNING REV I5I ON5 RAILING I .I_ _ MARK DATE DESCxIPnoN TYPE #8 BURN I SHf=D N o -OT -os urY OF GARMEL PERMIT 5F_ BRIGK FABRIC CiMU VENEER O -n -os :oNSTRU TION sE- GJ i awNiN6 FIXED ALUM. WIND�7W HM DOOR Ij I _ � _ _ - =- - 2" MTL. DOWNSPOI�T AND FRAME { +40 ) BRI GK RAM TYPE #1 TOP OF _- BRIGK LEDGE _ - _ -- f +o ") \-TOP OF J STEPPED BRIGK LEDGE I EAOT OOAO ON A6.1 SCALE: 1 / ,5II - i' -0,I TOP OF STEPPED-/ BRIGK LEDGE SLOPED ROOF OF STAIR TO ROOF BEYOND BAGK OF GUARD RAILING AT NORTH FACADE BEYOND IVI VI J Ll i __ BRIGK LEDGE OOUTO OOE__OAOON SCALE: 1 /gll PARAPET TYPI BRIGK MTL. DOWNSPOUT G.J. ALIGNED W/ EDGE OF PARAPET WAL TYPE #1 BRIGK TO C.- FN 5- F_OOR ELEV. - 25 TYPE #8 BRIGK FINIS- F_OUR--4 -LEV- - I5 4" PAINTED 5TL 5TAIR PROJECT TITLE N co O CD U) O� =w U) 5 z or �Q Ov � �Z w Q o �o �Z J °- a _ O � J W w W � H Q c4 U SHEET TITLE EXTER OR El_EVAT I ONS SHEET NUMBER METAL FLASHING END OF EAST PARAPET WALL STUCCO PROJEGTI NO STUCCO BAND ALUM. CASEMENT WINDOW LIMESTONE SILL PAINTED CELLULAR PVC, MILLWORK MAROU 15 FABRIC, AWNING BEYOND BURNISHED FACE MA50NRY UNITS LIMESTONE SILL 1- TTP,000 00 TI- 00000TIO`� )GALE I 14'I = I -O''' STANDING SEAM METAL ROOF I N6 F I BEROLA5 CORNICE W/BUILT -IN GUTTER ORNAMENTAL STEEL RAILING GUT STONE GOP I NO CORBELLED BRICK GORNIGE G.J. ALUM. GLAD WOOD INSWING FRENCH DOORS ORNAMENTAL METAL BALCONY 8 RAILING PAINTED STEEL BRACKET5 RADIAL BRICK SOLDIER COURSE BRICK VENEER ALUM. CASEMENT WINDOW MASONRY G.J. fADJAGENT — FACADE DECORATIVE PAINTED STEEL BALCONY BRACKET PAINTED PVC, TRIM FABRIC, AWNING BEYOND FIXED ALUM. WINDOW BRIGK VENEER MOSAIC, TILE BASE AT 51DE5 4 FLOOR OF REGE55ED DOORWAY BY OWNER. PROVIDE GMU BACK -UP. I _1 000' 0 T 100 �00 TA 1111 O SCALE: I121I _ I1_011 00000000 NO'-< TH 000000'100. SCALE: I141' _= I -O" �,Ii �I �Ii.11 gII GUT STONE GOP I N6 6RG CORNICE STUCCO MEDALION 5T000O PROFILE G.J. 5T000O DOORWAY REGE55 ALUM. INSWING FRENCH DOORS ORNAMENTAL METAL BALCONY it RAILING PAINTED STEEL BALCONY STUCCO DOORWAY REGE55 ALUM. CASEMENT WINDOW ALUM. FIXED WINDOW BRICK VENEER ADJACENT FACADE PAINTED PVC, TRIM DECORATIVE PAINTED STEEL SUPPORT ROD PAINTED STEEL CANOPY FIXED ALUM. WINDOW ALUM. DOOR i TRANSOM LIMESTONE SILL STEP TOP OF STEPPED BRICK LEDGE _t-_L— x SCALE: BUILT -UP 5TUCGO PROFILE CORNICE ORNAMENTAL STEEL RAILING 5RG FINIAL STUCCO MEDALION INTEORAI_ N STUCCO STUCCO G.J. ALUM. NSW I N6 FRENCH DOORS ORNAMENTAL METAL BALCONY d RAILING ALUM. PROJECTING WINDOW 516NA6E BY OTHERS BUILT -UP STUCCO PROFILE STUCCO G.J. ORNAMENTAL METAL BALCONY d RAILING ALUM. PROJECTING WINDOW ADJAGENT FACADE 5T000O MEDALION INTEGRAL N STUCCO BUILT -UP 5T0000 PROFILE G.J. SOLDIER GOUR5E BRIGK FABRIC AWNING MODULAR BRICK VENEER FIXED ALUM. WINDOW MOSAIC, TILE 5A5E AT SIDES OF RECESSED DOORWAY AND BELOW WINDOW5 BY OWNER. PROVIDE GMU BACK -UP. LIMESTONE SILL G.J. TOP OF STEPPED BRIGK L EDGE FACE OF STEP SEAL \S T EP, `92 00033126 STATE OF HI SIGNATURE 8 DATE 06.1j .05 GOPYRI6HT 6 OWNER5HIP OF DOGUMtNlS THI5 DOCUMENT 15 AN IN5TRIMENT OF SERVICE AND 15 THE 50LE PROPERT OF T-E ARGHITEGT AND PEDGOR 9E516N CROUP ALL INFORMATION CONTAINED HEREIN 15 GONF'I.DE"AL. 'T5 5UBMISSION AND DISTRIBUTION TO OTHER PARTIES 15 NO? TO BE CONSTRUED A5 TUBLIGA -O IN DEROGATION OF COMMON -AW COPYRIGHT, INTELLECTUAL PROPERT" RI6HT5 OR OTHER RE5ERVED RI6HT5. ALL ', NFORMATION CONTAINED HEREIN f CN5TITUTE5 THE OR161NAL Alm UNRUBLI5HED MURK OF THE ARGHITEGT, JAMES R. 5MZMAN, AND PEDGOR DE51GN GROUP NO PART OR HHOLE OF TH15 DE516N THESE DRANIN65 OR THE RE5VI_ -IW BUILD IN6 OR EOLDIN65, OR PORTION5 OF THE RESULTING BUILDING OR BE LDIN65 MAY BE DUPLICATED, COPIED, EXHIBITED, PHOT06FAPHED, PUB�ISHE5 MODIFIED OR OTHERWI5E D15TRIBUTED IN ANY NAY NITHOUT THE 5PEGIFIL Alm PRIOR % ITTEN GON5ENT OF THE ARGHITEGT, JAME5 R. 5MZMAN, AM PEDGOR DE516N PEDGOR. © COPYRIGHT 2005 JAME5 R. 5TUTZMAN, AIA, I14DIANAPOL15 DATE 6.0'.2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAWING SCALE SEE DRANIN5 REV 151 ON5 MARK DATE DESCRIPTION 1 06 -01-05 CITY OF GARMEL PERMIT 5ET 06 -I1 -05 CONSTRUG�ION 5ET PROJECT TITLE N C'7 O Cfl U) OJ =w CD z� �Q ov � �z Iii o �o 0 J oz Q_ ww w� �Q U) U SHEET TITLE ENLAR6ED EXTERIOR ELEVATIONS SHEET NUMBER 1l} V O4 O GUT STONE GOPIN6 O g0- DEGREE OUTSIDE CORNER FIBERGLASS GORNIGE- 'EDON #GR -102' PREFIN. MTL. ROOFIN6 GAP PREF-IN15HED MTL. FLASH I N6 5TANDIN6 SEAM - METAL ROOFING RAD I USED FIBERGLASS GORNIGE- 'EDON #GR -102' N/5UILT -IN GUTTER --N. PC- PREFIN. MTL. GOPIN6 FIBERGLASS GORNIGE- 'EDON # GR -102' LIMESTONE FRAME HERRINGBONE PATTERN BRICK VENEER UTILITY 51ZE BRICK VENEER WITH 1/3 RUNNING BOND FABRIC, AWNIN6 ALUM. GASEMENT WINDOW g0- DEGREE INSIDE CORNER FIBEROLA55 CORNICE- 'EDON #GR -102' F I BER6LA55 GORNIGE- 'EDON #GR -102' -6RG BRACKET PAINTED CELLULAR PVC, MILLWORK 6RG WINDOW TRIM ALUM- PROJECTING WINDOW OUT STONE TRIM r vllvUV.. _ _ -T- 6 I 1 i 6RG WINDOW TRIM - - LIMESTONE SILL - 1- I MODULAR BRIGK Q I O g0- DEGREE OUTSIDE CORNER FIBERGLASS GORNIGE- 'EDON #GR -102' PREFIN. MTL. ROOFIN6 GAP PREF-IN15HED MTL. FLASH I N6 5TANDIN6 SEAM - METAL ROOFING RAD I USED FIBERGLASS GORNIGE- 'EDON #GR -102' N/5UILT -IN GUTTER --N. PC- PREFIN. MTL. GOPIN6 FIBERGLASS GORNIGE- 'EDON # GR -102' LIMESTONE FRAME HERRINGBONE PATTERN BRICK VENEER UTILITY 51ZE BRICK VENEER WITH 1/3 RUNNING BOND FABRIC, AWNIN6 ALUM. GASEMENT WINDOW g0- DEGREE INSIDE CORNER FIBEROLA55 CORNICE- 'EDON #GR -102' F I BER6LA55 GORNIGE- 'EDON #GR -102' -6RG BRACKET PAINTED CELLULAR PVC, MILLWORK 6RG WINDOW TRIM ALUM- PROJECTING WINDOW OUT STONE TRIM r vllvUV.. _ _ -T- 6 6RG WINDOW TRIM - - LIMESTONE SILL - MODULAR BRIGK Q Q E 5T000O GLADDIN6 PROJECTING 5 O ON CURVED ENDS �_ __ ._ _ �. W _- A CORNER LIMESTONE SILL ALUM. INSWING L I FRENCH DOORS ORNAMENTAL / /- GUT STONE TRIM WROUGHT IRON A ONY RAILING l l MODULAR BRICK VENEER - DECORATIVE IY lI PAINTED STEEL BALGONY BRACKET - 516NA6E BY OTHERS - - PAINTED CELLULAR PVC, MILLWORK CURVED GORNIGE THERMOFORMED FIXED ALUM. WINDOW CELLULAR PVG MILLWORK - PAINTED CELLULAR MARQUEE PVC, MILLWORK PILASTER 6RG COLUMN - PAINTED ALUM. COVER DOOR S TRANSOM - PAINTED CELLULAR PVC, MILLWORK STOREFRONT BA5E FAGS OF GONG. STEP TOP OF STEPPED BRIGK LEDGE NORTHOOOOION 5GAL -E: 1 /4'I OlNO N_NOOION TOP OF STEPPED BRICK LEDGE E 8 F LINE OF STAIR ENCL05URE ROOF CORNICE ON ADJACENT FACADE ALUM, GUTTER NNNO�GNO 3 ANO ELL- ON 6 3 5GALE: /�'I MTL. GOPIN6 F I BEROLA55 GORNIGE- 'EDON # GR -103' GUT STONE TRIM GRC TRANSOM PANEL BRICK VENEER FIXED ALUM. WINDOW GUT STONE SILL HERRINGBONE PATTERN BRIGK VENEER GUT STONE TRIM ALUM. CASEMENT WINDOW FIXED ALUM. WINDOW ALUM. CASEMENT WINDOW G.J. 6RG PILASTER D6.:L .D5 OPYRI,HT H OWNERSHIP 0t- Du urlt 1 THI5 DOCUMENT 15 AN INSTRUMENT OF 5ER/IGE AND 15 THE 50LE PRO °ERTY OF THE ARGHITEGT AND PEDGOR DE51GN GROUP. ALL INFORMATION CONTAINED HEREIN 15 GONFIDENTIAL, IT5 51. HI55'ON AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE GON'STR ED AS PUBLICATION IN DEROGATION OF COMMON LAW GOf- RICH -H '�NTELI_EGIJA_. — OPFRTY RIGHTS OR OD-ER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON5TITUTES THE OR.GINAL AND UNPUBL151$D WORK OF THE ARGHITEGT, JAMES R. 5TUTZMAN. AND oEDGOR DE515N GROUP. NO PART OR WHOLE OF THI5 DESIGN, THE5E DRAWINGS OR THE RE5H_TINS 'WI LD4NG OR EVILOIWf , OR PORTION5 OF THE RESULTING EUILO N OR BUILDING5 MAY BE DUPLICATED, COPIED EXHIBITED, PHOTOGRAPHED. °'JBLISHED, MOPITIED OR OTIERNI5E DI5TRIgUTED IN ANTI' WAY NITHO',T HE SPEG'FIG AND PRIOR NRTTEN CONSENT OF THE ARGHITEGT, JAME5 R 5T- NZMAV, AND EDCOR DESIGN PEDGOR. © COPYRIGHT 2005 JA-E5 R. STUTZMAN, AIA, INDIANAPO-'S DATE PROJECT NO. 00000 GAD REFERENCE NO. AJTOGAD 21-)O5 PLOT REFERENCE NO. NONE DRAWING 5GALE 5EE DRANK, REV 151 ON5 MARK I DATE DESCRIPTION _ 015-01-05 OF GARMEL PERMIT 5E' 06 -I1-05 GO%TRUGTION SET PROJECT TITLE N co O CO It cl) n 0 :E W U) z 3: < U 0 6RG PANEL (n Q Lu Z I FABRIC AWNIN6 O W Q BEYOND - F ABRIC AWNIN6 0 J z PAINTED CELLULAR - 1 PVC, MILLW Q ORK O J GLAD CANOPY I-- W W FIXED ALUM. 12 WINDOW cc LIMESTONE 51LL I"' Q Cn U f� BRICK VENEER 6RG COLUMN COVER SHEET TITLE 'PLA5TER6LA5 E N L A R G E D SHAPE #GOL- E8g23A GUT STONE BASE EXTERIOR �— GUT GRANITE GOLUMIL VT O NS BASE SHEET NUMBER -- TOP OF GONG. FOUNDATION PIER INNOA UI E \D/ _ cl 4 X '�L OAT NNE V O ON A6.3 5GALE: 11411 FAGS OF GONG. STEP TOP OF STEPPED BRIGK LEDGE NORTHOOOOION 5GAL -E: 1 /4'I OlNO N_NOOION TOP OF STEPPED BRICK LEDGE E 8 F LINE OF STAIR ENCL05URE ROOF CORNICE ON ADJACENT FACADE ALUM, GUTTER NNNO�GNO 3 ANO ELL- ON 6 3 5GALE: /�'I MTL. GOPIN6 F I BEROLA55 GORNIGE- 'EDON # GR -103' GUT STONE TRIM GRC TRANSOM PANEL BRICK VENEER FIXED ALUM. WINDOW GUT STONE SILL HERRINGBONE PATTERN BRIGK VENEER GUT STONE TRIM ALUM. CASEMENT WINDOW FIXED ALUM. WINDOW ALUM. CASEMENT WINDOW G.J. 6RG PILASTER D6.:L .D5 OPYRI,HT H OWNERSHIP 0t- Du urlt 1 THI5 DOCUMENT 15 AN INSTRUMENT OF 5ER/IGE AND 15 THE 50LE PRO °ERTY OF THE ARGHITEGT AND PEDGOR DE51GN GROUP. ALL INFORMATION CONTAINED HEREIN 15 GONFIDENTIAL, IT5 51. HI55'ON AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE GON'STR ED AS PUBLICATION IN DEROGATION OF COMMON LAW GOf- RICH -H '�NTELI_EGIJA_. — OPFRTY RIGHTS OR OD-ER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON5TITUTES THE OR.GINAL AND UNPUBL151$D WORK OF THE ARGHITEGT, JAMES R. 5TUTZMAN. AND oEDGOR DE515N GROUP. NO PART OR WHOLE OF THI5 DESIGN, THE5E DRAWINGS OR THE RE5H_TINS 'WI LD4NG OR EVILOIWf , OR PORTION5 OF THE RESULTING EUILO N OR BUILDING5 MAY BE DUPLICATED, COPIED EXHIBITED, PHOTOGRAPHED. °'JBLISHED, MOPITIED OR OTIERNI5E DI5TRIgUTED IN ANTI' WAY NITHO',T HE SPEG'FIG AND PRIOR NRTTEN CONSENT OF THE ARGHITEGT, JAME5 R 5T- NZMAV, AND EDCOR DESIGN PEDGOR. © COPYRIGHT 2005 JA-E5 R. STUTZMAN, AIA, INDIANAPO-'S DATE PROJECT NO. 00000 GAD REFERENCE NO. AJTOGAD 21-)O5 PLOT REFERENCE NO. NONE DRAWING 5GALE 5EE DRANK, REV 151 ON5 MARK I DATE DESCRIPTION _ 015-01-05 OF GARMEL PERMIT 5E' 06 -I1-05 GO%TRUGTION SET PROJECT TITLE N co O CO It cl) n 0 :E W U) z 3: < U 0 6RG PANEL (n Q Lu Z I FABRIC AWNIN6 O W Q BEYOND - F ABRIC AWNIN6 0 J z PAINTED CELLULAR - 1 PVC, MILLW Q ORK O J GLAD CANOPY I-- W W FIXED ALUM. 12 WINDOW cc LIMESTONE 51LL I"' Q Cn U f� BRICK VENEER 6RG COLUMN COVER SHEET TITLE 'PLA5TER6LA5 E N L A R G E D SHAPE #GOL- E8g23A GUT STONE BASE EXTERIOR �— GUT GRANITE GOLUMIL VT O NS BASE SHEET NUMBER -- TOP OF GONG. FOUNDATION PIER INNOA UI E \D/ _ cl 4 X '�L OAT NNE V O ON A6.3 5GALE: 11411 i O' (brick) NORTHWEST CORNER SOUTHWEST 1,4, SEC.30- T1 8N -R`4E ® STEEL PIN FD. - -- - -WTR - storm rrianhol for - B31 .4 inv n 18.4 Inv s = 19.4 asphalt no t rminus found 9 9 3 - -- - -WTR !4"T - P WTR 6'P water Crab%Dp 8 (brick 4 hCrabappQe �, 1 P concrete Y - - - -- 6D brick - - - ---- X X- `,- X- X Q 7 <�. le 2 - P EXISTING �^� I CONSTRUCTION 2� FENCE 6 ., I L 1 QC I � 3 4" ra app t*- -- I 12 U LU 0f ILI U 00 I o I �3�.•_ 835 s L I � i I I I ti U LU 10 14 2" Maple I N 4" Crabapple-__ I co Q �Of 2 Oak eb S 10" vcp = a I I 3 1 for = 839.24 - 7n v e 122 .2- wC/) Inv n = 828.2 - -� - I z 3 I Lv wz I P C7 J co I X ci ¢ LU F -X X X C X L_ _81-V cp 7 I � _ TI anitary man ole for = 83.62 II L Tv w = 82 .10 II v e = 821.22 U 6 n se = 821).66 I I 6" Locust, �3 v� I� U U I � 0 i�L I-- 836.04 � s = 828.55 Q o > o - i rrFe t C\� ' oa ,cr - 835.92 -v = 828.14 @__11f nv w = 829.22 C EAST MAIN STREET & FORTH LINE, SW 1/4, SEC.30- T18N -R4E asphalt - - -- -WTR WV 6" water - X t b� 7 14 2" Maple 2" Oak 10 (Do 211 Oak 2 Oak eb S 10" vcp = sanitar manhc .p I_ IH Jic+ fCi 1 for = 839.24 - 7n v e 122 .2- o° Inv n = 828.2 - -� - I T R 7 10 -_ �, - -- - -- _ - 1- 7 14 2" Maple 2" Oak 10 (Do 211 Oak 2 Oak eb .p I_ IH Jic+ fCi 1 o° grass",.:, " - - -- 4 P �/� b rick . " -X X X C X 13 a2 xS x _ �5 X x �} I - Cl _. 14 `y X X ° M 5 X " LLJ ) x U - FU `x TI J Q L o C U - z LL w U U Q, a o x L1 J U 3� 2 ,c) I � It EXISTING a or CONSTRUCTION x °a �°•� J v s FENCE a°P v e ^ 1 Co 11 cur - - - 8" vcp asphalt 7 - -- 8 terminus e )`ti planter planters �2ti 9�8 Q O Q 03' , 5 0` 28.0' O a a 2 -story 24" Maple 'o Q frame o 2a U 3 try FF= 838.87 o V 1276 sq. ft. 15.8' o °. 12.6' c0 � �s 13.4' O y( ndr (grass) 0 Q DEMOLITION PLAN SCALE: 1' = 20' 0' 10' 20' 40' SCALE: 1 " = 20' NORTH GENERAL NOTES 1. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF WATER, ELECTRIC, OR GAS METERS WHEN THE METERS ARE READY FOR REMOVAL, AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH LOCAL REQUIREMENTS. 2. THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THESE LOCATIONS AND ANY DAMAGE WHICH IS DONE TO SAID UTILITIES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY NT PLANS. NO EXTRA FEE R THE WITH THE SITE DEVELOPMENT WILL BE PAID FOR REMOVAL OR RELOCATION OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A SITE VISIT. THE DEMOLITION LEGEND AND NOTES ARE INTENDED TO SIMPLIFY THE DRAWINGS, AND DOES NOT GUARANTEE THAT ALL ITEMS ARE ADDRESSED. 4. REMOVE FROM SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 5. NO BURNING OF ANY MATERIAL, DEBRIS, OR TRASH ONSITE WILL BE ALLOWED, EXCEPT WHEN ALLOWED BY APPROPRIATE GOVERNING AUTHORITY AND OWNER. IF ALLOWED AS STATED ABOVE, BURNING SHALL BE PERFORMED IN A MANNER PRESCRIBED BY GOVERNING AUTHORITY. ATTEND BURNING MATERIALS UNTIL FIRES HAVE BURNED OUT AND HAVE BEEN COMPLETELY EXTINGUISHED. 6. TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES WITH APPROPRIATE VEHICLES AND DISPOSE OFFSTTE TO AREAS WHICH ARE APPROVED FOR DISPOSAL BY GOVERNING AUTHORITIES AND APPROPRIATE PROPERTY OWNERS. 7. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL DEMOLITION PERMITS. 8. STRIP TOPSOIL FROM ALL AREAS TO BE DISTURBED BY CONSTRUCTION OPERATIONS OR MATERIAL STORAGE. 9. ALL EXISTING SITE IMPROVEMENTS MUST BE REMOVED FROM THE SITE. PRIOR TO CONSTRUCTION THE DEMOLITION CONTRACTOR IS TO NOTIFY THE ENGINEER WHO PREPARED DEMOLITION DOCUMENT IF THERE ARE ANY DISCREPANCIES. PLAN NOTES ©PROTECT EXISTING CONSTRUCTION OR U11LlTY TO REMAIN. Q1 ADJUST EXISTING MANHOLE RIM OR UTILITY VALVE TO NEW ELEVATION AS REQUIRED. SEE DRAWING C300. O2 EXISTING TRAFFIC SIGNAL & STREET LIGHT TO BE RELOCATED BY THE CITY Q3 SALVAGE EXISTING STREET LIGHT AND POLE FOR RELOCATION. SEE DRAWING C200 FOR LOCATION AND 'E' SERIES DRAWINGS. ® SALVAGE EXISTING PAVERS. STORE ON OWNERS PROPERTY WHERE DIRECTED. O5 REMOVE EXISTING WOOD POWER POLE AND OVERHEAD LINE. © REMOVE EXISTING WATER METER PER UTILITY CO. REQUIREMENTS.. Q7 REMOVE EXISTING CONCRETE CURB, WALK, OR PAVER SUB -BASE. SAWCUT WHERE ADJACENT IS TO REMAIN AND ALONG BACK OF CURB. ® REMOVE EXISTING ASPHALT PAVEMENT. SAWCUT FULL DEPTH IN A STRAIGHT LINE WHERE ADJACENT IS TO REMAIN. 0 REMOVE EXISTING TREE, GRATE, AND GATE SUPPORT COMPLETE. 10 REMOVE EXISTING TREE. 11 REMOVE EXISTING SOD AND STRIP TOPSOIL 1© EXISTING GRADES SHOWN ARE PRIOR TO DEMOLITION IN THIS AREA. THE CONTRACTOR SHOULD FIELD VERIFY EXISTING CONDITIONS. 1© EXISTING POWER POLE AND OVERHEAD UTILITY PLANS TO BE RELOCATED BY THE AFFECTED UTILITY. 14 EXISTING UNDERGROUND TELEPHONE LINES AND STRUCTURE TO BE RELOCATED BY THE UTILITY COMPANY. LEGEND 6" water WTR - 12" rcp y - TET UT `% Z Maple I , 837 - - -� CENTERLINE OF STREET 0 1/4 SECTION LINE EXISTING RIGHT OF WAY LINE EXISTING CHAIN LINK CONSTRUCTION FENCE EXISTING CURB, WALK, OR PAVEMENT TO REMAIN. EXISTING TRAFFIC SIGNAL CONTROLLER TO REMAIN. EXISTING STREET LIGHT TO REMAIN. EXISTING WATER MAIN TO REMAIN. EXISTING WATER VALVE & HYDRANT TO REMAIN. EXISTING SEWER TO REMAIN. EXISTING STORM INLET TO REMAIN. EXISTING OVERHEAD ELECTRIC AND TELEPHONE. EXISTING WOODEN UTILITY POLE. EXISTING BURIED TELEPHONE AND MANHOLE. EXISTING TREE TO REMAIN. EXISTING TREE TO BE REMOVED. EXISTING CONSTRUCTION TO BE REMOVED AS NOTED. EXISTING POWER POLE TO BE REMOVED. EXISTING WATER METER TO BE REMOVED. EXISTING TREE GRATE & PIT TO BE REMOVED. EXISTING CONTOUR TO REMAIN UNCHANGED. EXISTING CONTOUR PRIOR TO DEMOLITION. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL -OLL =REE 1- 800 -428 -5200 OR CALLS OUTSIDE OF NDIANA Engineers: CSO SCHENKEL SHULTZ 260 East 96a Shecl, S, 201), ,..A�....g..1:., IN 46240 I 31i.94e.79M F 31- 14.0957 www cwmcnat In Association with: L'ACQUIS CONSULTING ENTERPRISES C INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indlona 0olis, Indiana 46240 (317) 706 -2075 WWLPERT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project In terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: DEMOLITION PLAN Revisions: Issue Date D Drawn By C Checked By 05/20/05 K KM D DTY E�� Drawing Number: C100 Project Number. 25179 XlJ 2 ORNAMENTAL ALUM. CON- . - REATEDWD. RAILING 2x-/- NAiLER5 D=TA L I AII.I M! L L WORK SHEET 5 ME�./ L GOPINC� - I DREG AST PAVER I III I DECK n I III To, BJ _T -,P STLGG O GY -SUM BOARD _IMPS ONE TRIM m i MOD. B TUMEN ROOFIN5 SALu S STOREFRONT WINDOW OVER R G D IN5JL. T GRA I N G _IMESTONE SILL - -�` i I , _IMES 1 ONE VENEER TJ /JD. - ✓'��NG -� � i I FOUNDATION WALL- BALCON'T' BRACKET / 61" "'1 I N SH DF�, K ~L_EV. SOLDIER COURSE! J BATT INSUL. 211 RiC�7 D INSUL. 3- - ,I i IN5WIN5 FRENGH DOORS ' CORBELED - `- BALGONIY- SEE TYP. NOT -5 ORNA "EV�AL N5WING FRENGH 3RIGK DOORS A BU L T -UP STUCCO _E - FINISH DEC 3 i "'° ELEV - PROFILE OVER E3 F I NTL=D 'TRJGTJR= PROFILE C PRC_''ECTING . _ BAY BATT INSUL. r3;=YOND ORNAMENTAL MTL. BALCONY RA11_IN5 .-- 2 - -CELLULAR PVC, �� PRO.E GTINC D=TA L I AII.I M! L L WORK SHEET 5 STEEL-BEAM !SEE U I III I PA'\T=D GEL L-ULAR J n I III To, BJ _T -,P STLGG O GY -SUM BOARD 'ANTED _ FIXED A L J M . - - - - -- SALu S STOREFRONT WINDOW 6 METAL STUD WALL- T GRA I N G _IMESTONE SILL - -�` ✓ =� -IGA_ TR_A =D �, _IMES 1 ONE VENEER TJ /JD. - ✓'��NG -� � i ORNAMENTAL GTE; =L FOUNDATION WALL- BALCON'T' BRACKET / RADIAL BRICK DAMP PROOF N5- T F SOLDIER COURSE! J BATT INSUL. 211 RiC�7 D INSUL. ALJM. ---AD WOOD v E IN5WIN5 FRENGH DOORS ' / BALGONIY- SEE TYP. NOT -5 ORNA "EV�AL N5WING FRENGH ABOVE DOORS °RCFILE OF -\ - - - - -� -CELLULAR PVC, �� PRO.E GTINC D=TA L I BAY BE -`OND M! L L WORK SHEET 5 STEEL-BEAM !SEE STRU(_- TURAL) - LF AII.I I PA'\T=D GEL L-ULAR J PVC MILLWORK To, BJ _T -,P STLGG O GY -SUM BOARD VENEER BEYOND------- _ FIXED A L J M . - - - - -- _- - STOREFRONT WINDOW 6 METAL STUD WALL- \ _IMESTONE SILL - -�` ✓ =� -IGA_ TR_A =D �, _IMES 1 ONE VENEER /JD. - ✓'��NG -� � i FOUNDATION WALL- - -_ ( SEE S- F_,GTURAL; PAINTED STRUCTURE DAMP PROOF N5- T F '. J BATT INSUL. 211 RiC�7 D INSUL. &''P. E3D. OVER V.B. GYP. BD. OVER V.B. .l COMPOSITE GONG. SLAB /MT DEGK (SEE STRUCTURAL) -'\5H =1 OOP, OL_ ELEV_ 25 -� PA I NTED STRJCTJR= BATT INSUL. -- I F. BD. OVER V.B. O I O - COMP05 T GCNC. 5LABiMTL DEGK (SEE 5TRUCTU SAL) FINISH FLOOR � PL -V. _ 5' -4' O 7� UN I T I TTO I_ LO -T ON R i-� SGALE: 3 /gll I I -OII LIMESTONE GOPING °VC OR\ G= - I I BEYOND ON END PIER LIMESTONE COPING M=TA._ F_A H \5 � PRECAST PAVER 3 DEGK F-1, NIGH DEGK s ELEV = '- RA. _IN I 1 �I _I COMPOSITE GONG. / SLAB /MTL DECK (SEE / 5TRUGTURAL) FINISH, FLOOR ELEV FLOOR CAIN =D - BJ -T-,F PAINTED STRUCTURE RC= LE OVE Z- V= RIGA_ I NCB BATT I N5UL. STR VE \ ==R B- CND -- - -- GYP. BD. OVER V.B. = X -D AL -M. V•.111 �C� "� -�� ATE A \G -ORED INTG COMPOSITE GONG. 5TRUGTURAL) SLAB /MTL D>=GK (SEE - ' F NISH FL OCR i - ;ELEV. _ 15' -4' GA \T _ =V= R -D 5TE=_ CAN 0= " OD. B R O- \G- S_OFED BRICK 'v' =NE =R - VE \ = =R B ND STOR -FRONT W NDO; d tom:. =E 5 LR DAM PRCC_ \ 2 R C D INSLL. C C r- GONG. SLAB OVER ( GRANULAR "'LL OVER V. E3. (SEE STRUG TURAL) FINISH FLOOR : _EV. �I O N METAL GOPING - - - - -� -CELLULAR PVC, �� D=TA L I M! L L WORK SHEET 5 -- LF AII.I I To, BJ _T -,P STLGG O iI NAILERS LE ✓ =� -IGA_ TR_A =D �, /JD. - ✓'��NG -� � i I F PAINTED STRUCTURE S -LCD C OVER =;'4' T J BATT INSUL. &''P. E3D. OVER V.B. v E �t - -- / ALUM GLAD WOOD ORNA "EV�AL N5WING FRENGH DOORS RA. _IN I 1 �I _I COMPOSITE GONG. / SLAB /MTL DECK (SEE / 5TRUGTURAL) FINISH, FLOOR ELEV FLOOR CAIN =D - BJ -T-,F PAINTED STRUCTURE RC= LE OVE Z- V= RIGA_ I NCB BATT I N5UL. STR VE \ ==R B- CND -- - -- GYP. BD. OVER V.B. = X -D AL -M. V•.111 �C� "� -�� ATE A \G -ORED INTG COMPOSITE GONG. 5TRUGTURAL) SLAB /MTL D>=GK (SEE - ' F NISH FL OCR i - ;ELEV. _ 15' -4' GA \T _ =V= R -D 5TE=_ CAN 0= " OD. B R O- \G- S_OFED BRICK 'v' =NE =R - VE \ = =R B ND STOR -FRONT W NDO; d tom:. =E 5 LR DAM PRCC_ \ 2 R C D INSLL. C C r- GONG. SLAB OVER ( GRANULAR "'LL OVER V. E3. (SEE STRUG TURAL) FINISH FLOOR : _EV. �I O N METAL GOPING - - - - -� -CELLULAR PVC, �� M! L L WORK SHEET 5 AII.I I C ON T. TREATED WD. 2x4 iI NAILERS BUILT -UP EJ.F.5. PROFILE BEYOND I / T`I I L PRECAST PAVER DECK �t / - MOD. BITUMEN ROOFING OVER 411 RIGID INSUL-. BU L T -UP STUCCO _E FINISH DEC 3 i "'° ELEV - PROFILE OVER E3 . _ VERTIGAL TREATED l �-- - PAN 'TED STRUCTURE META FLASHING BATT IN51UL. PROJECTING ALUM. WINDOW BUILT -UP STUGGO -� PROFILE OVER 3/41' VERTIGAL TREATED WD. FURRING STEEL BEAM (SEE----- STRUCTURAL) METAL FLASHING ­ROJECTING ALUM. WINDOW BUILT -UP ELF.S. PROFILE OVER 3/411 VERTIGAL TREATED D. BURR NO METAL FLASHING�� BRIC,K VENEER BRICK SOLDIER GO SEA_ C -C 11 FABRIC, AWNING ON METAL FRAME STOREFRONT WINDOW VENEER BEYOND -_` 611 METAL STUD WALL LIMESTONE SILL - - -__ -y BRICK VENEER - -� DAMP PROOF NG- TYP. - FOUNDA T ION WALL -� (SEE 5TRUGTURAL) 211 R (�I'D INSUL. _,z --7 T P. BD. OVER V.B. COMPOSITE CONC. GLAD /MTL DEGK (SEE 5TRUGTURAL) FINISH FLOO - FI FV - 25'- PAINTED STRUCTURE BATT INSUL. C71 P. BD. OVER V.B. _I GOMP05ITE GONG. SLAB /MTL DEGK (S E 5TRJGTURAL FINISH FLOOR - - ELEV. - i5' -411 - PAINTED STRUCTURE BATT INSUL. - GYP. BD. OVER V.B. - STEEL STUD HEADER a -I -GONG. SLAB OVER GRANULAR FILL OVER V.B. (SEE 5TRUGTURAL) FINISH FLOOR ll _° ELEV. 2' -BII UN T O WT,I_L OLGTI ON A_1._�) SGALE 31811 _ II O11 :> F AS` PA /ER DECK LiME5T ,E GOPIN5 �r CON-. - R_ATI -D WD. 2x4 NAILER5 j MOD. B TJ"E' , ROOF I NC, CORBELED -� I I % OVER RIG - D INSUL. BRICK I I, FINISH DEGK El Ai I.I I z FRCJEC- -I NO RADIAL BRIGK SOLDIER COURSE `- - PAINTED S- RUGT'JRE BATT INSUL. I GYP. BD. CV! =R V.B. ALUM. PROJECTING W''NDO'W I PROJECTING RADIAL BRICK SOLDIER COURSE ALUM. WSWING FRENGH DOORS ORNAMENTAL STEEL BALCON- RAILING -� SLOP) =D I GONG. SEALER ROD �l SEALANT STEEL BEAM (5E 5TRUGTURAL) BRICK VENEERJ� FIXED XED ALUM. STOREFRONT W NDOW VENEER BEYOND 611 METAL STUD WALL LIMESTONE SILL- -� L I ME5TONE VENEER FOUNDATION WALL (SEE 5TRUGTURAL) DAMP ROOF NG- TYP. 211 e14D INSUL. COMPOSITE C,CNG. SLAB /MTL DEGK (SEE STRJG- IJRA -i FINISH _ F- PA \ -ED S`F' BATT INSLL. 5"P. BD. CV' GCMPC51 -- SLAB /MTL DI 5-1RUC TU RA LJ 1 PAINTED 5_R BATT IN51-L. GYP. BD. O' ✓ER V.B. STEEL 5-;JD H GONG. 5_,A:3 C 3 T T TTO� Al SGALE: Sig 1 516NATURE 8 DATE G0PYRI5HT 8 OWNERSHIP OF DOGJMENT5 TH15 DOCUMENT 15 AN INSTRUMENT OP 5ERVIC.E AND 15 THE SOLE PRO'ERr OF THE ARGHITEGT AND PEDGOR DE515N CROUP ALL INFORMATION CONTAINED HEREIN 15 GONFIDENT.A'_. IT5 5U5M155 Oh A!m DISTRI97TION TO OTHER PARTIES 15 NOT TO BE CONSTRUED A5 FUBL'GA "'GN IN DEROGATION OF COMMON LAN GOPYRIb47 INTEL_E CT'JAL °RO°EPT" RI6H75 OR OTHER RE5ERVED RI0HT5. AND ALL INFORMATION CONTAINED HEREIN GJAMEE, ES THE �iIGAND T MAN AND PEDC JR UNPUBLISHED WORK OF 'HE ARCHITECT. JAMES R. STU Z DESIGN GROUP. NO PART OR lIHOLE OF TH15 DE515N, THESE DRAMIN65 OR THE PE51,_'IN6 BUDDING OR BUILDIN55, OR PORTION5 OF THE RE5ULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED. PJB. SLED, MODIFIED OR OTHEPA15E D5TRIB'JTED IN ANY MAY WITHOUT THE 5PEC FIG AND PRIOR WRITTEN CONSENT OF THE A-117 G', _PI-E5 R. 5TUTZNAN. AND PEDGOR OE51CN PEDGOR. © COPYRIGHT 2005 JAME5 R. STUTZMAN, AIA, INDIANAPOLIS DATE 6.OT.2005 PROJECT NO. 00000 GAD REFERENGE NO. AUTOG.AD 2005 PLOT REFERENGE NO NONE DRAWIN6 SGALE 5EE DRAWING REV 151 ON5 MARK I DATE I OE5GRIPTION r06 -01-05 CATTY OF GARH1EL PERMT SET CI oe -n -05 I CON5TRUCTION 5ET PROJECT TITLE C'7 Cfl d' cn OJ =w z� Ov 0 �z wQ C) �o �z J �- Q_ O � J W w rr W � F— Q cn U 514EET TITLE WALL SEGT I DNS 5HEET NUMBER 0 PREFIN. '-TL. COPING FBEROLA55 � CORNICE \\ I BR 'G< V- NEER -J, Nj HERRINGBONE - PATTERN BRIGK R: N5- I� PROJECT NO % LIMESTONE FRAME / FABRIGK A^NIN6__z ALUM, GA5 -MENT WINDOW �I - IME5T0NE SILL GONT. 5-":=E- MTL. COPING '— — � 1 >_' BERCGLA55 CORNICE I GOVT. Sr E TL. LINER W /GA? I �I BERGLA55 BRACKET l FLASHING -PART OFRG W I NDO/` SJRROUND ALUM. PRO_�EGTINC6 WINDOW LIMESTONE 5 - BRIGK VENEER- _, � L I ME5TONE BA \D _! AS- I NCB - -- --- - - - - -- 2 -PART 6FRC WINDOW 5'JRROUND ALUM. PRO_;EG -TIN S WINDOW LIMESTONE BA \D 5TE -L BEAM 1'5E STRUCTURAL) U�IL =Y SIZE BRICK VENEER UTILITY 51ZE BRIGK SOLDIER GOURS;�Z CELLJLAR PVC MILLWORK SHEET GONT. TREATED WD. 2x4 NA', LER5 PRECAST PAVER D7-:::C< MOD. BITUMEN ROOFNE OVER 41' R'C- 1D FlV51H DEC< OL 4 T -1 SAINTED STRUCTURE BATT IN501 . r- GYP. BD. OVER VB. 9) COMPOSITE GONG. SLAB /MTL DECK 15EE II STRUCTURAL) =I\ SH =LOCK i — ELEV. _ 35 -4' `r t � PAIN -=D 5TRUCTURE BATT INSUL. O 5'YP. BD. OVER V.B. COMPOSITE GONG. SLAB, /MTL DEG< \-E 5- RUGTURA\ FINISH F_OCIR �. FLEA/. - 25 -z- COMPOSITE GONG. 5LAEV"TL DECK (5E- STRUCTURAL) FINISH F-OCR ELEV. = 151 -41I I 1 ' BATT INSUL. `- 'I UNIT T NALI TTTTI TN A7.2 1 5GAL- -. =/W I-0 II REF-R -O s-GT CN /A -.2 ­� \� =0R TY: A_ \OT -S -H 5 AREA _ \ SH DEC< =REFIN 5 --D "- �A_ - -- = LAS- -,ING REFIN 5 - -D = A_- SL- GIRC�_AR GAP S -EEL OJ�RIG - -6ER COLLAR — (5 == S RJG�JRA\ 6 6 6A.. 5 -E =_ INSUL. z- GML N _ \- V\IT- BRICK A.BCV- ROOFING OVER 30� =E_- -XT. 6 61"TL.� = B- RGLAOI 11 CORNICE / \ SH = OORI =LEV. _ �35 -41 I� -nq i \ I B RG -L A5. AM !SEE _ RAL-i G -F RG V\, \D CV I S�RRC.,ND I XED ALY-1. W N OW J CURVED TO "AT(---I I _ ME5TC \E - I\, I I T B, _ - -LP ST.,CCO 'RC= = OVER x/41 VER -IGA_ TREATED - /�D. .B. OVER 611 -LL- = 25 -� -- I 11 S�RRO�ND I = XED ALJ". W NDCW X11 GURU -D TO "ATCH -_ / \.A__ RADIJS I I JRV -D WALL I I ' OVER �/41 VER -ICA_ TREA=D - a I D. = JRRING` 4 L - = BD. OVER c nVFR �n I ELEV. = I I SIS \ACS- BY} O I EIS I f -%AINTED I� - =_RMOFCR s,Z __ — �' -7- 11 G- LLJ_AR = VG '- ILLV\ORK OV -R S EA -TINC CV =R --L. FRAM \ - PEAS -ER 50 =F1- a GFRG PLAS�RS_A GC-,\I\ COVER II (AGO_- E66B °A,) — I STEEL. ; -OLJ"\ \E S`RJCTLRA_) ' I I Z_ IAV =M =NT (�E C V �r = N' SH =,-OCR �T -LEV. - 0 -0 1 - = ER OF F i 2 UT"\\ T O 1__ TT OT I ON A-7.2 LE: - 21 -511 COPING OVER — — — — 514' TREATED FIBER6LA5S CORNICE- I I CON =. TREATE -D WD. EDON - v I 2x4 NA LERS #GR -103" I m i m I MOD. BITUMEN ROOFING OVER 3 N RIGID INSUL. _ FBER6LA55 PALIEL BETWEEN PI_l ASTfR5 N16H DECK ELEV. _ X11 -II HERRINGBONE -I PATTERN BRICK I m VENEER LIMESTONE BAN) cc — PAINT "r -D STRUCTURE PAINTED CELLULAR — BATT INSUL. PVG MILLWORK I GY I FjD. OVER V.B. - STEEL. STUD HEADER r LINE OF GFR(-S I - PILASTER BE"OND Q � I I � I FIXED ALUM. WINDOW ., L! ME5TONE SILL GO`!-UOITE GONG. SLAB /MTL I HERRINGBONE —�� DECK (5EE 5TR1JGTURAL) PATTERN BRICK VENEER FINISH FLOOR ELEV. = 251 -411 STEEL BEAM SEE STRUCTURAL) LIMESTONE BAND QD OVER STEEL LINTEL = BAT PAINTED GELLULA� PVC MILLWORK OVER GYP. BD. OVER V.B. 5/B1' EXT. SHEATHING C) OVER WD. FRAMING OI STEEL_ STUD HEADER FIXED ALUM. WINDOW — I ,4 LIMESTONE SILL — I GOMP05�TE GONG. SLAB /MTL 'I HERRINGBONE —� I <t / I DECK `5EE STRUGTURA\ PATTERN BRIGK VENEER I d I FINISH FLOCK N ELEV. = 151 -411 THtRU WALL FLA5H1 NC7 — - I STEEL BEAM (SEE STRUCTURAL) GFRG SPANDREL PANEL I BAT- INSUL. OVER TREATED WD. LEDGER B_ OCKINC; S �4 O"'P. BD. OVER V.B. 211 E.LF.S. OVER 5 /LY II EXT. SHEATHING I \I r STEEL_ STUD HEADER ROLLED L6x6 GALV. —I— — —� STEEL ANGLE STEEL STUD HEADER �I FIXED ALJM. — - STOREFRONT WINDOW I 114' _ LINE OF GFRC PILASTER BE1'OND� �! 2i1 RIGID IN5UL. FOUNDATION WALL (5EE STRUCTURAL) 3 UN T O 1"I -1_ SECT ON A7.2 5GALE: 3/g II = 11-0'- 6 GA. 5TE -L STUD MODIFIED BITUMEN SUB- FRAMING @ 1611 ROOFING OVER 3' O.G ALIGN F1!U5H RIGID IN5UL. WITH BOTTOM 0= — — 57; EEL 5TRUG �+ GOVT. TREATED WD. 2X4 NAILERS _- - GYP. BD. OVER V.B. `$ PAINTED II I I - PREFIN. ALUM. GUTTER 5TEEL 57-JD HEAD =R III FA.BRIC< AV�I\IN6 I sl1 VENEER BEYOND_ STOREFRONT WINDOW - W /PREFIN. ALUM. I I 6' METAL STUD LIMES` -ONE SILL LIMESTONE VE 'JEER BEADBCARD `- ONC. SLAB OVER — �GRAN'JL AR FILL OVER N �I V.B. (SEE STRJCTURAL) - \ I SH rLCCR FOUNDAT ON BALL E1_E ✓ (5EE 5TRUC -JRAL) DAh/= :DROOFNG- TYP.'� 211 RIGID INSUL. � 'I UNIT T NALI TTTTI TN A7.2 1 5GAL- -. =/W I-0 II REF-R -O s-GT CN /A -.2 ­� \� =0R TY: A_ \OT -S -H 5 AREA _ \ SH DEC< =REFIN 5 --D "- �A_ - -- = LAS- -,ING REFIN 5 - -D = A_- SL- GIRC�_AR GAP S -EEL OJ�RIG - -6ER COLLAR — (5 == S RJG�JRA\ 6 6 6A.. 5 -E =_ INSUL. z- GML N _ \- V\IT- BRICK A.BCV- ROOFING OVER 30� =E_- -XT. 6 61"TL.� = B- RGLAOI 11 CORNICE / \ SH = OORI =LEV. _ �35 -41 I� -nq i \ I B RG -L A5. AM !SEE _ RAL-i G -F RG V\, \D CV I S�RRC.,ND I XED ALY-1. W N OW J CURVED TO "AT(---I I _ ME5TC \E - I\, I I T B, _ - -LP ST.,CCO 'RC= = OVER x/41 VER -IGA_ TREATED - /�D. .B. OVER 611 -LL- = 25 -� -- I 11 S�RRO�ND I = XED ALJ". W NDCW X11 GURU -D TO "ATCH -_ / \.A__ RADIJS I I JRV -D WALL I I ' OVER �/41 VER -ICA_ TREA=D - a I D. = JRRING` 4 L - = BD. OVER c nVFR �n I ELEV. = I I SIS \ACS- BY} O I EIS I f -%AINTED I� - =_RMOFCR s,Z __ — �' -7- 11 G- LLJ_AR = VG '- ILLV\ORK OV -R S EA -TINC CV =R --L. FRAM \ - PEAS -ER 50 =F1- a GFRG PLAS�RS_A GC-,\I\ COVER II (AGO_- E66B °A,) — I STEEL. ; -OLJ"\ \E S`RJCTLRA_) ' I I Z_ IAV =M =NT (�E C V �r = N' SH =,-OCR �T -LEV. - 0 -0 1 - = ER OF F i 2 UT"\\ T O 1__ TT OT I ON A-7.2 LE: - 21 -511 COPING OVER — — — — 514' TREATED FIBER6LA5S CORNICE- I I CON =. TREATE -D WD. EDON - v I 2x4 NA LERS #GR -103" I m i m I MOD. BITUMEN ROOFING OVER 3 N RIGID INSUL. _ FBER6LA55 PALIEL BETWEEN PI_l ASTfR5 N16H DECK ELEV. _ X11 -II HERRINGBONE -I PATTERN BRICK I m VENEER LIMESTONE BAN) cc — PAINT "r -D STRUCTURE PAINTED CELLULAR — BATT INSUL. PVG MILLWORK I GY I FjD. OVER V.B. - STEEL. STUD HEADER r LINE OF GFR(-S I - PILASTER BE"OND Q � I I � I FIXED ALUM. WINDOW ., L! ME5TONE SILL GO`!-UOITE GONG. SLAB /MTL I HERRINGBONE —�� DECK (5EE 5TR1JGTURAL) PATTERN BRICK VENEER FINISH FLOOR ELEV. = 251 -411 STEEL BEAM SEE STRUCTURAL) LIMESTONE BAND QD OVER STEEL LINTEL = BAT PAINTED GELLULA� PVC MILLWORK OVER GYP. BD. OVER V.B. 5/B1' EXT. SHEATHING C) OVER WD. FRAMING OI STEEL_ STUD HEADER FIXED ALUM. WINDOW — I ,4 LIMESTONE SILL — I GOMP05�TE GONG. SLAB /MTL 'I HERRINGBONE —� I <t / I DECK `5EE STRUGTURA\ PATTERN BRIGK VENEER I d I FINISH FLOCK N ELEV. = 151 -411 THtRU WALL FLA5H1 NC7 — - I STEEL BEAM (SEE STRUCTURAL) GFRG SPANDREL PANEL I BAT- INSUL. OVER TREATED WD. LEDGER B_ OCKINC; S �4 O"'P. BD. OVER V.B. 211 E.LF.S. OVER 5 /LY II EXT. SHEATHING I \I r STEEL_ STUD HEADER ROLLED L6x6 GALV. —I— — —� STEEL ANGLE STEEL STUD HEADER �I FIXED ALJM. — - STOREFRONT WINDOW I 114' _ LINE OF GFRC PILASTER BE1'OND� �! 2i1 RIGID IN5UL. FOUNDATION WALL (5EE STRUCTURAL) 3 UN T O 1"I -1_ SECT ON A7.2 5GALE: 3/g II = 11-0'- 6 GA. 5TE -L STUD MODIFIED BITUMEN SUB- FRAMING @ 1611 ROOFING OVER 3' O.G ALIGN F1!U5H RIGID IN5UL. WITH BOTTOM 0= — — 57; EEL 5TRUG �+ GOVT. TREATED WD. 2X4 NAILERS _- - COLUMN \EE STRUCTURAL) 0" AAG BLOGK (5EE 5`RUGT RA\ ROD a SEALANT 16 GA. STEEL STUD % SUB- FRAMING- @ 1611 I O.G ALIGN FLUSH WITH BOTTOM OF — S -EEL 5TRUGTL RE ORNAMENTAL STEEL BALCONY RAILING FINISH FLOI ELEV. = 25 PA \TED GALV. STEEL BRACE (5EE STRUCTURAL) PAINTED GALV. 'OI STEEL TUBE O COLUMN (5EE STRJGT'JRALi i ELEV. = 15 PAIN -ED GELLUL AIZ PVG - MILLWORK 'I I I � BEADBOARD L , `$ PAINTED II I I - PREFIN. ALUM. GUTTER GE LULAR PVG \ W /PREFIN. ALUM. ` ✓ALEN(-E BEADBCARD `- — °AINTED %= L -ULAi� P�/G SEE STRUCTURAL M -.-WORK DRAWINGS FOR STEEL DETAILS COLUMN \EE STRUCTURAL) 0" AAG BLOGK (5EE 5`RUGT RA\ ROD a SEALANT 16 GA. STEEL STUD % SUB- FRAMING- @ 1611 I O.G ALIGN FLUSH WITH BOTTOM OF — S -EEL 5TRUGTL RE ORNAMENTAL STEEL BALCONY RAILING FINISH FLOI ELEV. = 25 PA \TED GALV. STEEL BRACE (5EE STRUCTURAL) PAINTED GALV. 'OI STEEL TUBE O COLUMN (5EE STRJGT'JRALi i ELEV. = 15 PAIN -ED GELLUL AIZ PVG - MILLWORK 'I I I � BEADBOARD L L` a f3" PAINTED GALV. STEEL ORNAMENTAL = NIAL N ELEV. _ 3' -41I t TT l-OT Ni NALLL SCALE: 3/811 - 11 -0' n/' -rte ^� COPYRIGHT B OVNNE-K )TT- Or OOGUMtN 15 THIS DOGUMENT 15 AN INSTRUMENT DE 5ERVICE AND 15 THE 501E FROPERT- OF THE ARCHITECT AND PEDGOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. I75 5UBMIIE 101, AND DISTRIBUTION TO OTHER PARTIES IS NOT TO SE CONSTRUED AS PUBLICATION '.N DEROGATION OF COMMON LAh COPYR'GNT, '.NTELLEGTUAL PROPFRT" RIGHTS OR OTHER RE5ERVED RICHT5. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBL I52 WCJRK OF THE ARCHITECT, JANE5 R. 5TU7ZMAN AND E'JC.OR DE515N GROUP. NO PART OR WHOLE OF 7H15 DESIGN, THESE DRANINGS OR THE RES�_'I^IG DUILDIN6 OR EUILDIN65, OR PORTI0N5 OF THE RE5ULTING EUI D�W, OF BUILDINGS MAY BE DUPLICATED, COPIED, ExHIBITED, PHOT06RAPHED - J5LISIED, MODIFIED OR OTHERNISE DISTRIBUTED IN ANY WAY WITHOUT THE 5PEGIFIC AND PRIOR INRITTEN CONSENT OF THE ARCH TEGT, JAMES R. 59)TZMAN, ANO PEOCOR DE516N PEDCOR 0 COPYRIGHT 2005 JAMES R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.0 -,2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2.005 PLOT REFERENCE NO. NONE DRAWING 5GALE SEE DRANIN5 REV 151 ON5 MARK DATE I DESCRIPTION 1 06 -01-05 GTY OF LARMEL PERMIT SET 06 -11 -05 C,ONSTeUG'ION SET PROJECT TITLE co N O 0 J = W cl) 2 Z rr Q o C) � �Z W o �o 0 J oz 0 _j a� � W w 12 H Q cA U SHEET TITLE .WALL SEOTIONS SHEET NUMBER 0 PAINT -D GALV. 5T_E_ TUBE GOLUMN (5EE STRUCTURAL) CONT. THRL WALL FLASHING & NEEP5 DAMP PROOFING- TYP. SLOPED GONG. SIDEWALK (5EE CIVIL) L` a f3" PAINTED GALV. STEEL ORNAMENTAL = NIAL N ELEV. _ 3' -41I t TT l-OT Ni NALLL SCALE: 3/811 - 11 -0' n/' -rte ^� COPYRIGHT B OVNNE-K )TT- Or OOGUMtN 15 THIS DOGUMENT 15 AN INSTRUMENT DE 5ERVICE AND 15 THE 501E FROPERT- OF THE ARCHITECT AND PEDGOR DESIGN GROUP ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. I75 5UBMIIE 101, AND DISTRIBUTION TO OTHER PARTIES IS NOT TO SE CONSTRUED AS PUBLICATION '.N DEROGATION OF COMMON LAh COPYR'GNT, '.NTELLEGTUAL PROPFRT" RIGHTS OR OTHER RE5ERVED RICHT5. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBL I52 WCJRK OF THE ARCHITECT, JANE5 R. 5TU7ZMAN AND E'JC.OR DE515N GROUP. NO PART OR WHOLE OF 7H15 DESIGN, THESE DRANINGS OR THE RES�_'I^IG DUILDIN6 OR EUILDIN65, OR PORTI0N5 OF THE RE5ULTING EUI D�W, OF BUILDINGS MAY BE DUPLICATED, COPIED, ExHIBITED, PHOT06RAPHED - J5LISIED, MODIFIED OR OTHERNISE DISTRIBUTED IN ANY WAY WITHOUT THE 5PEGIFIC AND PRIOR INRITTEN CONSENT OF THE ARCH TEGT, JAMES R. 59)TZMAN, ANO PEOCOR DE516N PEDCOR 0 COPYRIGHT 2005 JAMES R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.0 -,2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2.005 PLOT REFERENCE NO. NONE DRAWING 5GALE SEE DRANIN5 REV 151 ON5 MARK DATE I DESCRIPTION 1 06 -01-05 GTY OF LARMEL PERMIT SET 06 -11 -05 C,ONSTeUG'ION SET PROJECT TITLE co N O 0 J = W cl) 2 Z rr Q o C) � �Z W o �o 0 J oz 0 _j a� � W w 12 H Q cA U SHEET TITLE .WALL SEOTIONS SHEET NUMBER 0 COf?NICE BE POND --� "RI FIN, '-I-L E_ASHING 6'I H�UTTER GORMGE 5 ,TEM - 5EE��� Sv; CSC 2x 13LOGKINO x2 CELLULAR F'V(� TRIM BRICK VENEER AA,-. BLOCK WALL 5TE EL CHANNEL STRUGTvRA 5TF EL BEAM (S -!- STRUGTUFA 5TF EL LINTEL h, [T,DCN - SEE 5C• IEDULE FOR 51 - AND R.O. L MESTONE SILL BRICK VENEER AA,� BLCCK NATL 5TE EL CHANNEL 6E1= 5TRUCTURAL)-- - 5TF EL BEAM (SE1= STRUCTURAL)---' 5TE EL L INTEL STUD FRAMING AS RE( 2'D FOR BULKHEAD-, WINDOW - SEE SCHEDULE FOR 5121= AND R O.- _IMESTONE SILL BRICK VENEER AX-1 BLOCK WALL STF EL CHANNEL (SFIF STRUCTURAL) 5T1 EL E3EAM (SEF STRUCTURAL) STE EL L NTEL - -- STJD FRAMING AS REr ID FOR BULKHEAD WINDOW - SEE 5Gt IEDULE FOR 502 AND PC.- DMFSTONE SILL BRI,,K VENEER AAA; BLOCK NA,-L STE EL CHANNEL (5E1= 5- RUCTURA STE EL BEAM (5EF STRUCTURA N51,JATE BEAM CAT/ I T r DOOR - SEE SGf IEDULE FOR -30- AND R.O.- V VALL `EC,T I L \ 5GALE: 3/g - 1 -0II STAR GN7 NODE hAL -G OEGTI ONl SCALE: 3/F51' = I -O 3 GGT ON DETN G A7.3 ) (-,ALE: Ire" = 11 -0' > METAL GO °ING OG TRIM )CK NALL TUMEN ROOF=ING - -r IA I I r I ICT- 1A CTA1. // E7'. NI/ 2 OGT ON SOT G , SCALE: Ir2111 = I_01 4 —GOON {OFT A N A-73) SCALE: 1i2" = 11 -0II 516NATURE 6 DATE D,!o.17.05 GOPYRI6HT H OWNERSHIP OF 00GUMEN'T5 THI5 DOCUMENT 15 AN IN5TRUNEM D7= 5ERVICE AND 15 THE SOLE PROPERT" OF THE ARGHITEGT AND PEDGOR DESIGN GROJP. ALL INFORMATION CONTAINED HEREIN 15 GONFIDEIYTIAL. ITS 5UBMII55101 AND DISTRIBUTION TO OTHER PARTIES 15 NOT TO BE CON5TELED AS PUbUr ATICA IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PRO?ERT- RI6HT5 OR OTHER RESERVED RIOHT5. ALL INFORMATION GONTANED HEREIN GON5TITUTE5 THE ORIGINAL AND UNF'LIBLIS ED h RK OF THE ARGHITEGT, JAMES R. 5TUTZMAN, AND PEDGOR DESIGN GROUP. NO PART OR WHOLE OF TH15 DE515N, THE5E DRAFNIN55 OR THE RE5ULIING BUI LDIN6 OR BUILDINGS, OR FOR ION5 OF THE RE5ULTIN6 MILD I NO OR BUILDINGS MAY BE DUPLE ATED, COPIED, EXHIBITED PHOTOGRAPHED, PUBLISHED MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE 5FEG'.FIG AND PRIOR WRITTEN GON5ENT OF THE ARGHITEGT, JAME5 R. 5TTZMAN, AND FEDGOR DE516N PEDGOR. © COPYRIGHT 2005 JAME5 R. ETUTZMAN, AIA, INDIANAPOLI5 DATE 6.01.2005 + ROJEGT NO, 00000 GAD REFERENCE NO. AUTOGAD 2005 ?'LOT REFERENCE No. NONE DRAW!N6 SCALE SEE DRAWING REVI51ON5 MARK DATE DE51-RIPTION 06 -0T -05 CITY OF LARMEL PERMIT SET ! 06- I"i-05 GON5TRUGTION SET PROJEGT TITLE N M O CO Itt U) 0. OJ =w U) 5 z 12C 3:Q OU p0 J 0 5HEET TITLE .WALL SEGTIONS SHEET NUMBER U) Q cn z 0 z Q w CwC w G Cr Q Cn U A -7 1115 DOOR AND FRAME ELEVATIONS DOOfR TYPES: O- 2' -Q 21 -411 2 -4' v 2 -4' 2 2 -Z 2 _ �F _- I _ I ID- I LA I I a o Ell a 6 0 � 21 -411 C �1 I > -BANE_ TYPES: 2_ FAI 2" -TM FRAME- 41-011 T3/"H 3' -O" D �1 c �D r 1 � 0 311-11 A5 =RAME t 0 4 81 IT- `i I i 0 -4" =RAME - -DAD O LEG' TND 13/4 AS =RAME 2" H"` FRAM-- 21 -2'1 2 -21' HOC CL LL C CCC C F--HI 'I, CCD CC C, CH L I 6 y� 31_611 �-5 C o' 111 IS 1 ) _ �I 1 I w 1 �k'' AS FRAME =�11 6 411 0 2 I--M =RA'�- AIM-- ml � C 4 -BII eol I' 3/4" 31 -OII C_-� m El C I T G 3/4" AS FRAME 3 / Y> /zll - SII 3 -23/a III -- 3 O' 3 -O" 6 -0 _ ,KT� 6' -O" FRAME z _ 1 -4 - d " I ' -2� ' 6 -O ��z I I � @ HEAD 1 N IN OC I A O Jr 'uCCC - ACS IA C _- D - - 1 I I I I 1 SIG ❑ C - 6, - IC, LLD 0 1 314" AS FRAME 13/4" AS =RA-E 131z- AS FRAM- 211 HM FRAME 3/4" A5 FRAME 4" FRAME HEAD r _ u fl D 2" H^" FRAME AGW A._UM1N1J GLAD WOOD AS ALUM I NUM STORE =RONT HM HOLLOkl METAL - STEEL - IAO INSULATED ART GLASS 6 NSULA -ED OLA55 TDL TRUE DIVIDED LITE UNIT GLAZED INTO DOOR T C TEMPERED INSULATED Cam! A55 W/ E GHED LABEL r ol 3' -4 I 1 ---,--AZ \(5 IN DOORS AND 51DE_-ITES TO E'E CLEAR 5AFETY OLA55 21 HM FRAME DOOR � FRAME SGHEDULE NO. TYPE SIZE MATERIAL HDW. DETAILS I RATING REMARKS WIDTH HT. THIGK. DOOR FRAME HEAD JAMB SILL IOTA 1015 q/F i/P 3611 361' g211 84" 314 ,3/411 A5 HM A5 HM 60 -MIN. /Aq.l 2 /AqJ 2 /Ag.l 3 /Ag.l 3 /Aq.l 4 /Ad.l 60 -MIN. 84" 102A g/J 36" g2ll 3/4' A5 AS SILL 51M'�LAR, JELDWEN GIFRTS 50 -10 I /Aq.l 2 /Ag.l 3 /Ag.l 36'' 84" 1028 4/B 36" 84" 3314 HM HM 212 6 /Aq.l -1 /Aq.l 8 /A0.'! 13/4 HM 03A q/F 3611 g2" 3/4 AS A5 213A /Aq.l 2 /Ag.i 3 /Aq.l 1314" HM HM 1035 /P 361' 84" 13/411 riM M 36'1 q /Aq.l 10 /Aq.I II /All.l 60- -MIN. 21 1Aq.l 104A 8/6 36" g2" 3/4 AS AS 3611 I /Aq.I 2 /Aa.l 3 /Ag.l 6 /Aq.1 l /AqJ 1048 3/B ' 3611 84" 314 M HM HM 6 /Aq.l /Aq.l 8 /Aq.l q0 -MIN. 105A 10 /J 3611 g2ll 314 AS AS 25 /Ag.l /Aq.l 2 /Aq.1 3 /Aq.l 4028 4/Q 1055 4/8 3611 84'1 314 -M HM 25 /Aq.l 6 /Ag.l 7 /Ag.I 8 /Ag.1 405A 4/Q 06A q/H 36" 8211 3�4 AS AS 25 /Aq.i /Aq.l 2/Aa.1 3 /Aq.l 4055 4/G2 1068 3/B 3611 84" 314' M HM 26 /Aq.l 6 /AGU 7 /Aq.i 8 /Aq.1 /P 36" 107 1/P 36" 84" 13/4 HM HM q0 -MIN. 6 /Ag.l ? /Aq.l B /Ag. 36" 84 IOBA 5/M (2) 3611 84" 13/41' AS AS g0 -MIN. I /Aq.l 2 /Aq.l 3/Aq.l 3611 84" OSB /P 36" 84" 3/4" -IM HM 411 q /Aq,I 10 /Aq.1 IIb -1 q0 -MIN. f. rJN1 IOgA 61L (2) 3611 84" 3314" HM HM 41P 6 /Aq.l -1/Aa.! 8/Aq.l HIM 2 /Aq.l Oq5 6/D �(2) 3611 84" 3/4' M HM 18 /Aq.l Iq /Aq.l 20 /Ac.1 10 1/P 36 8411 13/411 HM HM 15 /Aci.I 16 /Aq.1 IWAq.l g0 -MIN. III I/P 3611 84" 13/4 HM i2 /Aq.l 13 /Aq.l 14 /Aq.l 2A 4/G 3611 84" 314" AS AS 4 /Ag -I 5 /AqJ 3 /Aq.l 1125 4/P 3611 84" 314" L-M HM 2 1Aq.l 31Aq.1 4 /Aq.1 IBA 5/K (2) 3611 84" 1314" AS A5 I /Aq.l 2 1Aq.I 3 /Ag.l 38 I/P 3611 84" 1314" NM HM 6 /Ag.l 7IAq.l 8 /Aq.l 36 /P 3611 84" 3/41' dM HM q /Aq,I 10 /Aq.l II /Aq.l 10-1- IN. 201A 1/P 36' 84" 13 /", HM HM 6 /Aq.l /Aq.', 8 /Aq.l 2015 -1/E (2) 30" 84" 3/ ASH AGW 4 /AcI.1 5 /Aq.l 3 /Aq.I SILL SIMILAR, JELD✓�IEN GIFRTS 5070 2o2A /P 3611 84° 4 31411 -� fi HM HM 2 /Aa., 3 1Aa 1 I4 1Aq.i 6o -MIN. 2066 202B I/P 3611 84" 3/4' M HM q /Aq.I 10 /Aq.1 II /Aq.l 60 -MIN. _. 203 /P 3611 84" 3/4 HM HM 6 /Ag -I 7 /Aq.l 8 /Aq.l SILL 51M'�LAR, JELDWEN GIFRTS 50 -10 _ 204A /P 36'' 84" 314" HM HM 6 /Aq.l la /Aq.l B,iAg.l 3ogA 51' L SIMILAR, JELDWEN GIFRTS 5070 2048 /E (2) 30" 84" 31" A5 AS 4 /Aq 5 /Aq.l 3 /Ag.l SILL SIMILAR, JELDv EN GIHRTS 5070 205A /P 36" 84" 4 13/411 1 HM HM q /Aq.l 10 /AO.l II /AGU 60 -MIN. 2066 2055 /P 3611 84" 13/4 - ~M HM q /Aq.l 10 /Aq.l II /Aq.l 60 -MIN. _. 206A 1/P 3611 84" 314" HM HM 6 /Aq.I - i /AQ.I 8 /Aq.I SILL 51M'�LAR, JELDWEN GIFRTS 50 -10 _ 2068 WE (2) 30" 84" 13/411 AGW AGW 4 1Aq.l 5 /AcU 3 /Ag.1 q0 -MIN. SILL SIMILAR, JELDWEN GIFRTS 50-10 2066 7/E (2) 30" 84" 13/4" AGW AGW 4 /Aq.1 5 /Acl.l 3 1Aq.l 4 /AO., SILL SIMILAR, JELDWEN GIFRTS 5070 _ 206D WE (2) 30" 34" 33111 AGW AGW 4 /Aq 5 /Aq.1 3 1Ag.1 8 /Aq.1 5N_L SIMILAR, JELDWEN GIFRTS 50 -10 207 I/P 3611 84" 4 13314" - -M HM q /Aq.l 10 /Aq.l II / q0 -MIN. 51LL SIMILAR, JELDWEN G1 RT6 5070 208 I/P 3611 84" 13/4" HM HM 12 /Ad.! I3 /Aq l 4 /AO., 10 MIN. SILL SIMILAR, JELDWEN GS RT6 50 I 20gA 61D (2) 3611 (54" 133141' - -+M HM 6 /AlU 7/Aq.l 8 /Aq.1 8 /A.q.l SILL 51M'�LAR, JELDWEN GIFRTS 50 -10 20g5 6/D (2) 3611 84" 1314" M HM 8 /Aq l la /Aq.l 20 /Ag.l 3ogA 51' L SIMILAR, JELDWEN GIFRTS 5070 212 1/P 36" 84" 13/4 HM HM 6 /Aq.l /Aq.1, 8/Aq.l 6/D 1(2) 3611 213A I/P 36" 84" 1314" HM HM 6 /Aq.1 -1 /Aq.l 8 /Aq.i 312 I/P 2138 /A 36'1 84" 3/411 HM HM 21 1Aq.l 221Aq.l 23 /Aq.l g0 -MIN. /P 301A I/P 3611 84" 13/4 -M HM 6 /Aq.1 l /AqJ 8 /A0.1 3135 /A 3018 /E (2) 3 84" 3/ 11 AGW AGW 4 /Aq S /Aq.l 3 /Aq.l SILL 51M11 AR, JELDWEN GIFRTS 5070 ■ 302A. I/P U 36, 84" 4 i3i4" HM HIM 2 /Aq.l 13 /Aq.l 4 /Aq.l 60 -MIN. 51LL SIMILAR, JELDWEN G1 RT6 5070 3025 I/P 3611 B4" 3/4' M HM q /Aq l 10 /Aq.l II /Ag.l 60 -MIN. SILL SIMILAR, JELDWEN GS RT6 50 I 303A 1/P 3611 84" 3/41 HM HM 6 /Aq.l 7 /Ag.! 8 /A.q.l SILL 51M'�LAR, JELDWEN GIFRTS 50 -10 304A 3 4B 5035 II /N (2) 3611 84" 3/4" AGW A(-,h 4 /Al.1 5 /Aq.1 3 /Aq.l 60 -MIN. 51LL SIMILAR, JELDWEN G1 RT6 5070 3036 I/N (2) 36" 84" 131411 AGW AGW 4 /AcH 5 /AGI.l 3 /AI1.l SILL SIMILAR, JELDWEN GS RT6 50 I 303D II /N (2) 3611 84" 13/41' A(--N AGW 4 /AcU 5 /AlU 3 /Aq.I SILL 51M'�LAR, JELDWEN GIFRTS 50 -10 304A 3 4B /P 7/E 36" (2� 84" 84" 314 131 M AS HM AS 6 /Aq.l 4 /Ac 7 /Ag.l 5 /Aq 8 /Aq.l 3 1Aq.l 3ogA 51' L SIMILAR, JELDWEN GIFRTS 5070 .O 305A i/P �� 3611 84" 13/4'' -IM HM q /.Aq,l 10 /Aq.l II /,Aq.l 60 -MIN. 3055 306 I/P I/P 3611 36" B4" 84" 13/41' HM 13/411 HM HM HM g /Aa.1 6 /Aq.1 10 /Aq.1 7 /Aq.l I /Aq.l gVA' .J 60 -MIN. 307 /P 3611 84" 314 M HM q /Aq�l 10 /A, .J IIIAq.I q0 -MIN. 308 1/P 3611 84" 13/411 HM HM 12 /Aq.i `313/Aq.1 4 /Aq.l g0 -MIN. ' 3ogA 6/D (2) 3611 84" 13/4' k+M HM 6 /AcU 7 /Aq.l e)/AO,.! 30gB 6/D 1(2) 3611 84" 3/411 dM HM IS /AO l , la /AaJ 20 /Aq.I 312 I/P 36" 84" 1-314" HM HM 6 /Aq.1 7/Aq.! 8 /AGJ 313A /P 3611 84" 1314" -TM HM 6 /Aq.1 7 /Aq.l 8 /Aq.i 3135 /A 3611 B4" 331411- HM HM 21 /Aq.l 22/Ag.I 23 /Aq_I q0 -MIN. 402A 4/Q 36'1 84" 13/4 HM HM 24 1Aq.l 25 /Ag.l 26 /Aq.l 4028 4/Q 36'1 84" 314" M HM 24 /Ag.l 25 /Aq.l 26 /AO.I 405A 4/Q 36'1 84" 3 /a" HM HM 24 /Aq.1 25 /Aq.i 26 /Ag.l 4055 4/G2 3611 54" 13/4 HM 24 /Ag.I 25 /Aq.l 26 /Aq.l 407 /P 36" 84" 3/4 T HM q /AqJ 10 /Aq.I II /Aq.l q0 -MIN. 40BA 1/P 36" 84 314 HM HM 2/Aq.1 13 /Aq.l 4 /Aq.I g0 -MIN. 4088 /P 3611 84" 314" uM HM 2 1Aq.l 3 /Aq.l 4 1Aq.l g0 -MIN. 411 /P 3611 8,411 331II f. rJN1 HM 6 /Aq.l -1/Aq.1 8 /Aq.I 512 41P 36" 84" 3/4" HM HIM 2 /Aq.l 13 /Aq.1 14 /Aq.I NOTES: LEGEND AGW ALUMINUM GLAD WOOD AS ALUMINUM STOREFRONT HM HOLLOW METAL - STEEL SGW SOLID GORE WOOD TYPE: -'- ---]NDIGATES DOOR -"PE (SEE DOOR AND FRAME ELEVATIONS) 2/A ��--INDIGATES FRAME TYPE (SEE DOOR AND FRAME ELEVATIONS) WINDOW INSERT DETAILS -� II i� m - -� l 3/411 3/2 3/41 O O O O O JI m 3/411 O ARGHITEGT / PROJECT MANAGEMENT E C0K ESI N K 0 q F 335 Ridgapaint Driva Carmal, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL Motu +�tiu<<tnn���Urri��ii�,f 00033126 STATE OF SIGNATURE B DATE GOPYR10HT 8 OANER5HIP OF DOGJMEN -5 THI5 DOUA'ENT 15 AN INSTRUMENT OF SERVILE AND 15 THE SOLE PROPER^' OF THE ARGHITEGT AND PEDCOR DE51GN GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. ITS 5U5M1551ON AND D15TRI50TION TO OTHER PARTIES IS NOT TO BE GON5TRUED A5 PUBLIGATION IN DEROGATION OF COMMON LAW GOPYR-.GHT, INTELLECTUAL PROPERT"" R16HT5 OR OTHER RE5ERVED RIOHT5. ALL INFORMATION GONTAINED HEREIN LONSTITUTE5 THE ORIGh L AND UNIFWLISHED WORK OF THE ARGHITEGT, DAMES R. STUTZMAN, AID PEDGOR DESIGN 6ROLP. NO PART OR WHOLE OF THIS DESIGN, THE5E DRAWING- OR THE RESU-' 116 BUILDING OR BUILVING5, OR PORTION5 OF THE RE5ULTING BUILDING OR BUI LDIN55 MAY BE DUPLIGATED, COPIED, E %HI BITED, PHOTOGRAPHED, FURL 5HEI WI MODIFIED OR OTHERSE D15TRIBUTED '.N ANY WAY WITHOUT THE SPECFIG AND PRIOR WRITTEN LONSEDT OG TFE ARGHITEGT, JAME5 R. 5TUTZFAN, AND PEDGOR DESIGN PEDGOR. © COPYRIGHT 2005 JAMES R. 5TUTZHAN, AIA, INDIANAFOLIS DATE 6.07.2005 PROJECT NO. OOOOO GAD REFERENCE NO. A'JTOCAD 2005 PLOT REFERENCE NO. NONE DRAWING 5GALE SEE DRAWING REV 15I ON5 PROJECT TITLE M CO OJ =w U) z o� o(.) U. � �Z w Q o �o �z J °- 0 a � J W w W � cA U SHEET TITLE DOOR AND FRAME ELEVATIONS AND SGHEDULE SHEET NUMBER BR GK ,/EN -ER _ - -- " ARGHITEGT / PROJECT MANAGEMENT _XTERIOR 5-4= AT4N,3 BRICK VENEER �F LASHING �BR GK VENEER - i EXTERIOR SH \THING AL_UMINU DOOR WEEP \L\ © 24'' C.G. ���J = XTERIOR SHEf THING —b1 `/ETAL - D l�,AL_ W, _ E SGFEDU - _ �5E L O _'_ � BAT- I� \_A- G'V � 1/ -� -6'I METAL STUD WALL Al W/ /� AGTJAL UNIT STRUCTURAL SEEL ;.� 6 ETAL � -JD WAL� h _ R -Iq BATT INSULATION LINTEL (SEE 5TRUC -URAL) �i' R - 'q BATT NFU. AICN FEaoK f x6 \J \ \D O - DOOR BOTTOM 5EA1_ i ' GL L HG- \STS Q - =J -VINYL VIVY JII � � V YL G I - i �U\ I �Ii CLIP � Jul, ig' GYPS' LEADER OPENIV �/ s Y V �\ �i \ U U\ J \ ��_ _ -- - - THERMAL BREAK H =ADER _NI iG W - - _ - -- _ = - OARD M A\ ALUMINUM HRESHOLD /� �- GH \U_- ig 6 P5'L ,hAl _L LF E) N - -- - -- __ �1 - -- SET IN FA_L_ BED OF SEE SCHEDULE / BOARD \ ASPHAL MASTIG v \Y_ -G _I✓ ✓ NYL 'J CLIP - �- SEALANT i BACKER - F - _ � � - � S \LAN - � BA�,KER ROD _ �,� _GONGRE T E 5 \B = ROD K 0 q F - A E.TED . 1 Q JVC LLWORK 50 == - SEE STRUCTURAL SEALANT & BACKER 335 Ridgepolnt Drive - - - - W/ SIDEM DOOR \ �RCD ALUMINUM D, Carmel Indiana 46032 - -- - I� _ �, I C�I-fT L,r✓'I'UUM DOOR n, � - S IDE_ \� 377.705.7979 (phone) A SEE SCHEDULE R ALJN INUM DOOR � SE- SSG-IEDU_E �� =��R 39 7.705.7980 (fax) <A \CM ABOVE - ACTUAL UNIT S\ SGHEDULc FOR AG_UAL N I f A - - ACTUAL UN T D SEAL AC--JAL V - -- ,� *,,�•���SR. sTUTZ DOOM AD 2 D ; O � -`�HH 3 000 O _ _ 4 � - HEAD � � _ 1 1 L 00� HEA 000 � l /B - 00033126 Aq.l Aq.l Aq.l _ SCALE : ,1211 = 11 -01� SGAL-E: 11211 = _O' SGALE Ii2' = I O STATE OF ti i� FLASH NCB rigRC�ii� -� IA AA(_ BL_OGK FINISH rrrru! }1} + }nun1smnO���� � FE LULU � 24" O.G. \ BRICK VENEER AAG BL\\ FINISH - VENEER sIeNATURE e DATE STRUCTURAL _EL BRICK VENEER HOLLOW METAL DOOR \ E {RI(,K B -Yr ND LINT\ (5-=_E 51 R)GTURAL) - - - -_ _ - 5EE 5GHEDULE FOR STRUCTURAL AAG / BRICK VENEER - ETRJGTURA AAG ACTUAL UNIT BLOCK HEADER B \GK \___ j 5 \UGTURAL AAG -HO_. ON METAL DOOR \ 411 HOLLOW MEAL DOOR BOTTOM SEAL / - '; _ 'RAME HEAD �� n '- - 5TRUGTURAL STEEL BLOCK WALL 5_E ,,,H DUL_E FOR -2 H _ \W ^ A_ LINTEL (_SEE STRUCTURAL) 0 ,�� , , SEALANT BACKER ACTUAL UNIT HEADER \ -NIN6 AAME IAMB THERMAL BREAK - -- _ SEE SG\ \ULE - ALUMINUM THRESHOLD HEADER OPENI ROD Y r ni — DOC.!R BOTTOM SEAL GOPYRICHT 8 OWNERSHIP OF DOGUMENT5 - -- \b SET IN FJII L BED OF �= - - _ SEE SCHEDULEN - . /7 - -' THIS DOCUMENT 15 AN INSTRUMENT OF 5ERVI!E AND 15 -HE SOLE PROPER-' /� / _ A5 K_ XU�_D L �7 / '-__ 2 HOLLOW METAL OF THE ARUi ITEGT AND PEDGOR DESIGN GROUP. - -- -WOAD BLOGKIN`J _�� - A51 HALT MASTIIi - -� _�'�- -� ALL INFORMATION CONTAINED+IEREIN IS CONFIDENTIAL. 'T55JBMI5510M1 A� „ `_ - _- _ -_ �1 II HOL \W METAL -- ~- FRAME JAM HE MAL DI5TRIpfT1pN TO OTHER PARTIES I5 NOT TO BE LON5TRJED AS PJ9LIGATC'+ /� - BREAK AJ REOU I RE:J _ ry. A_J -� NUU THRE�HOLD IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERT" - RIGHTS OR OTHER RESERVED RIGHTS. CONCRETE SLAB HEAD -' ALL INFORMATION CONTAINED HEREIN GONSTiTIITES THE ORIGINAL AND ___ _o- i T - � UNPUBLISHED I^IORK OF THE ARGHITEGT, JAMES R. 5TUTZMAN, AND PEDr r.' - ROD WOOD BLO \I\ 5 N FULL BED OF t - 7 DE516N GROUP. WEATH -RSTR PPED SEE �TRJG URAL = NO PART OR HHOLE OF TH15 DESIGN, THESE DRANIN&5 OR THE RE5UL -LNG A5�'LALT MASTIG - - A REWIRED BUILDING OR BUILDINGS OR PORTIONS OE THE RESULTING BUILDING OR WOOD B OGK I NCB 5 QU L - ' - -- - - -- � BUILDINYS MAY BE DUPLICATED, CAPIED. EXHIBITED, PFYJTOGRAPFED, PUB_ SHE7 '-- - , _ _ - - -' -' -- -- - MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE N, G'FIG -- - - HULLY W =NTH -RSILD A5 REQUIRED /'�, - AND PRIOR WRITTEN CONSENT O1 THE ARGHITEGT, JAMES R. STUTZMAN, AN:J VLL�/W META DOOR \ -., - -..- .... . -..• . - - - -. _/1 PEDGOR DE516N PEDGOR. L O. T - - - -- % 5EA SCHEDULE FOR `\� -HC- W M - c \, `` -FULLY WEA HERSIRIPPED - Ef �RUGTUO ©GOPYRGHT2D05 AME5R.5TUTZMAN,AIA,INDIANAPOLIS T 5 -E 5.. ` \� A UAL_ UNIT 1 JO`' FULLY WEATHER5TRIPPED -'= - DOOR DATA 6.0� 2005 r\ __ � rEDJLE FOR _ HOL LO�i METAL DD AG AL H \LOW METAL DOOR 5\ SCHEDULE FOR V CT NO. 00000 SEE SCHEDULE FOR ACTUAL UNIT PROJE ACTUAL UNIT GAD REFERENCE NO. AUTO(,AD 2005 \ % /� \ j /\ \ t �\ PLOT REFERENCE NO NONE t j j� O I\ \ \ , \ L/ L) �/ O/ \ HE-AD) — / \ D I O O O O FZ _\ / \ I� O I I O \ O � O 1— L DRAWING 5GALE SEE DRAWING Aq.l S \ALE: 121 I " Aql - q1 SGA: I %2 � 5GALE 1 %2= -O REVISION5 2' LE: 2 I MARK DATE DE5GRIPT'ON - -Ol -OS CITY OF GARMEL PERMIT SET 06 -11 -05 CONSTRUCTION SET A \ AL AAIG H `� � AAG BLOCK FINISH - - BLOCK EAD -R f AAG BI O\ FINISi- 5 AAG I BLOCK HEADER AAG BLOCK FINISH - 4" HOLLOW METAL ETR'bGTURA_ HOLLOW MEAL DOOR 4" HOLLOW METAL 5TRUGTURAL AAG '- FRAM= HEAD BLOCK WAL AA �� 5EE L0 \D -At FOR R L SEE SCHEDULE FOR ACTUAL UNIT FRAME HEAD BLOCK WALL_ / T f -FADER \ENI\ y" HOLLOv�, `''E -AL '� � � AG I UA� UNIT - HEADER OPENING 2" HOLLOW METAL DOOR BOTTOM SEAL _ SEE SCHEDULE FRAME JAMB DOOR BATT S =AL - = SEE SGHE\\ RAM_ _AMB -- �_ - _ -- - - - -- KIN! (� _ _- _ _ —�i LULU SAL BREAK -�_ ___ E - THERVA- BRf AK - - -- -- - -WOOD BLOG<ING ' - n \D _OG UM THRESHOLD -WOOD BL_OGKINC� WOOD B \EKING ALI NuM T ESHOLD _ A5 R \UI'�\ \ K= chUIRED I -_ - SET IN FULL BED OF AS REQUIRED AS REQUIRED _ ET IN \__ -')ED OF _FJL Y WEATHERS RIPPV - \L= WEATI -RST: \P \LT M \TIC - ASPHALT V',TIC _- FULLY WEATHERSTRIPRED \LLY WEATH \STRIPP\ __ -- Mf TA•L DOOR \LL0 AL DOOR GONGRETE SLAB _- HOLLOW METAL DOOR - HOLLOW METAL DOOR CON'CREE 51 AB SEE CW 5GHEDLE FOR 5EE \ -i \JL_ \R - - SEE STRUCTURAL HOLL - AGTJA_ UNIT AG`UAL UNIT SEE SCHEDULE FOR SEE EGH \ULE F=OR SEE= STRJC -U-'AL PROJECT TITLE - AGTJAL UNIT ACTUAL UNIT N V V O Co 12 DOOH HEAD 13 D00'::� —ADH 14 J_ D00F� HEAD 16 D00� JAHH I, DOOi� Aq.l Aql S- G ALE: lie 11 = Aql 5GALE: 11211 ' OI Aq.l 5GALE l i2' - 1 - O 5EA\: l i2' SCALE: 12 = LE ql 5/5 6-/YE751011 WALL - BOARD 2 LAYERS gig" 'TYPE XI F5UM HALL BOARD METAL STJD WALL W/ s/ " C� P5U = ✓vA_ 8 3518II MEAL STUD WALL \ 2 LAYERS 5/811 'TY ;E X' J R -Iq BA,TT INSU \ -'ON � BOARJ � � � W/ R -Iq BATT INSULATION - GYPSUM WALL BOARD 0 HOLLOW METAL DOOR HOLLOW METAL ��1 6" METAL STUD iwAL_ W/ OLLOW MEAL DOOR -�_� SEE SCHEDULE FOR 211 H \LOW MEAL ��BSig" METAL STUD WALL 5 RAMS I-EAD C R -Iq BATT N5'J_ A= ON ;= ! I EE SGH \JLi = FOR �\ ACTUAL UNIT FRAME HEAD W/ R -lq BATT INSULATION 6 i ACTUAL UNIT HEADER OPENING 2' OLI \W M =-A DOOR SOTTO' AL => DEADER O \NIN / FRAME HEAD TAL �00� SOTTO SEAL 2" HOLLOW ME T- --� -RA \/E HAD _ - _ ,.� �- ` -_ SEE SCHEDULE = I SEE .�GHEDULE � � _ -- ' -WOO" G WOOD BLJ"K''N= - - - - -- TH \MAL BREAK _ -WOOD BLOCKING � Z � \O K \ �� � WOAD B�O�KING TH R A_ BRI AK A_UMINUM THRESHOLD AL,�MINUM TF �' \HOLD A T R�QJ'RE'? AS REQUIRED SET IN FULL BED OF AS REQUIRED A5 REQUIRED SET IN FUEL ",ED OF Z - ASPHALT MASTIG U LY WLATHERSTR PPEC \ -\ WEATHERSTKI _D DOLLY NEATHERSTRIPPED \'L\ WEATH \STRIPP\ �� ASPHALT NA',TIG Q - . - GONCREE SLAB - NO'�_OW MET, +L Dv�� HOLLOW METAL DOOR HOLLOW METAL DOOR A��_TE FLAB HOLLOW METAL DOOR ��� U SEE SGH \JL_ =OR SEE 5CHEDJ_ \� SEE TRUE URAL SEE SCHEDULE FOR SEE SCHEDULE FOR l - l = - - -- - - - SEE ETR' GTU�'AL O HE ACTUAL UNIT ACTUAL UNIT ACTUAL CN I T ACTUAL UNIT r U) Q u) z 18 DOOH HOvO q DOOM � l`!O 20 0 0 0 <y A 21 D00H HEAD 22 D00F �IAHH 23 D00R O I i O Aq.l 5 I - GALE: 1i I = -O' Aq.l SGALE 12'' = -O Aq.l �C,ALE: = Aq.l - 5(,-ALE: - 11211 I -O .SCALE: I 1211 '\' SGALE: /ZII = ' -O C) ' J pZ Q .. J o � AAG B\\ P\\ ww M \AL STUD WALL W/ Lij R -la BATT INSU_ATICN - AAG BLCCK PANE_ y� _21' HOLLOW METAL_ 6" "SAL- STUD WA_L W/ HOLLOW METAL DOOR WC) r 5EE SCHEDULE FOR SHEET TITLE \AME HEAD \- \-J R -Iq BAT,- INSLLA -ON _ ACTUAL UN I T - -. J / \ -AD\ Nb OPENi O- 1 z H \L ,/\, _ - - -- - _ -- S_-E 5G HEDULE FRAM_ _AMB DOOR BOTTOM SEAL DOO _ +BEAD, JAMS $ 6" AZEK TRI" _ � - WOOD B\GKI\ � - -- — \ERMAL BREAK A5 RrQv !R=D - - - - -- A. U^�I'INUM THRESHOLD SILL D T I LS -HOOD B\\ \ SET IN FULL BED OF AC REQUIRED '-FULLY WEATH- RSTR'IPPED A5-:,HALT MASTIC - -� SHEET NUMBER �_ HOLLOW MEAL DOOR TOLLOW MEAL DOOR -- CONCRETE SLAB W/ TRANSOM ABOVE SEE 5GHEDJLE =0R SEE 5TRUGTURAL SEE EG+ EDJ _E FOR AG \AL UNIT O ACTUAL N1T -I 24 D OO'i\ 1\OAO 25 D 0 0 \ -, ° O 26 / _J Aql 5GALE: 11211 = 1101' .SGALE: I iz I I = I_O � - - WINDOW ELEVATIONS I 1 O m m - I p t- T - -o. = x -2 C EO. : -0. = 4' -23/4" ol �- - - - -- - i I O � � L ;- 2'- 73/411 q Big' y 0 O DESCfR1PTION NO. 2 3 Z_ I -T. PRO_EC x - - - -- - - x' -� " -_- O Oi O .� 3 -b I 1 O m v I O I \ m, m, I' u` I G I I I LT IG �n 2' -3Y211 21 -511 < 2' -2�1 ol 1s 1 r S` 2' -Cl'jg 11 21- bgll ol I m 1 d 101 A" � I r m B IF - O 71 -6 le, lo - - ' -� _I f m m ___<3 B B T L - �'- 531811 -S3/6" 6 EG. = 6' -53/8'1 NO. DESCfR1PTION NO. 2 3 Z_ �IZE WID -H o _ 12 -�3i 20 -6" -T. PRO_EC x - - - -- - - x' -� " -_- G PROFILE HALF DOME 51N(OLE SLOPE SINGLE SLOPE 51NGLE SLOPE SINGLE SLOPE, OPEN ENDS 6 _ -2' G 3 iz - SINGLE SLOPE, OPEN ENDS G II /Aq.3 2' 3Y" 1 5" C ' 3/2 2" e I 16 0 I � r1 Ln 1 T EQ = 6'- 53/8'1, -C II d m rI L7 Lo ' I, n 22 O 24 NOTE: AL OV =RA__ DIMFNS O NS <__ T T -I ROUGH OPENING FOR THE WINDOW. AWN I N6 SCHEDULE NO. DESCfR1PTION NO. 2 3 Z_ �IZE WID -H o _ 12 -�3i 20 -6" -T. PRO_EC x - - - -- - - x' -� " -_- .,UAN -ITY 8 1_ _- PROFILE HALF DOME 51N(OLE SLOPE SINGLE SLOPE 51NGLE SLOPE SINGLE SLOPE, OPEN ENDS 6 _ -2' S' -4 T 3 iz - SINGLE SLOPE, OPEN ENDS 0 /Aq.3 II /Aq.3 2/Aq.3 SINGLE SLOPE, OPEN ENDS 2 FIXED 8350 6' -O x 7' 3 5 N6LE SLOPE MUNTON SCHEDULE WID S A ,� = X =C - -- -- _ -- B C 518 = X- D E F - NO�E: N =RICK OF ALL =R�'�1 �'_` S TO HAVE SAME FLUTED PROFILE A5 EXTERIOR 25 lo G �I tt F- B � Lf> O 5'- 81/6. 6 EQ. = 5' -8y6 ' I C 4' -O" 6 EO. = G � _ 1 3 FO. = 4' -0" @iJ 6' -811 3' -1 ol B B - 1 I� t' 26 12 7' -4y II 4 G I r- 1 6' -C 11 lo oo I = G 1 - LT) 4 E0. - 6 -O 5/5 4141 5/,111 O 6' -OII lo lo Ln ,I 1 / 27 O 13 3' -411 - -� - B B II I cv = � I 28 G I T_-I I I 31 411 m m I 20 2G G I- 1 O WINDOW SCHEDULE NO. DESCfR1PTION SERIES ROUGH OPENiN6 (WIDTH x HEIGHT) D -PTH ROUGH OPEN NG HEAD HE16HT (A.F.F.) DETAILS RATING RFMARK5 HEAD JAMB 51L� FIXED 8350 10' -O" x 7' -4 " 3 iz - g -II" 0 /Aq.3 II /Aq.3 2/Aq.3 2 FIXED 8350 6' -O x 7' 3 q' -4" ! /Aq.3 21Aq.3 31Aq.3 3 FIXED j 8350 5' -q12" x ' -4' 312" q' -4" I /Aq.3 21Aq.3 3 /Aq.3 4 FIXED 8350 5' -2!12" x 7' -4" 312 q' -4" /Aq.3 21Aq.3 1 3 /Aq.3 5 FIXED 8350 71- 10318" x 7' -411 312 q -4" I /Aq.3 2 /Aq.3 3 /Aq.3 6 FIXED 8350 6' -2" x 7' -6' 312' q1 51211 ! /Aq.3 21Aq.3 31Aq.3 FIXED 8350 2-gq/6" x 7' -6' 31211 q' -512 1 /Aq.3 2 /AG.3 8 FIX D 8350 -� 1314" x H' -6" -q' 312 q' -51211 1 /Aq.3 21AG.3 1 3 /Aq.3 q FIXED 8350 3' -3�i8" x -0" 312 I I' -O'' 1 /Aq.3 2 /Aq.3 3 /Aq.5 _ C FIXED 8350 2'-1118" x 7' -6" 312" q' -6" /Aq.3 2 /Aq.3 3 /Aq.3 _ FIXED 8350 Iq' -4' x 7'-1%411 31211 10' -O" 1 /Aq.3 2 /Aq.3 3 /AO.3 12 FIXED 8350 W -418" x 7' -q18" 312 0 -O" /Aq.3 21Aq.3 3 1Aq 3 13 FIXED 8350 6' -O" x �' -6" 312 q' -3" /Aq.3 2 /Aq.3 3 /Aq.3 14 FIXED 8350 11' -4" x 7' -6" 312" q' -3'` I /Aq.3 21Aq.3 31Aq.3 IS FIXED 8350 -1' -0, x 8' -8" 312" Iq' -4" 16 /AO.3 ! 17/Aq.3 I81A61.3 16 FIXED 8350 6' -8" x l' -314" 312" 2' -6" 6 /Aq.3 7 /Aq.3 18 /Aq.3 7 FIXED 8350 3' -4" x q' -2" 312 6' -7%" 1 /Aq_5 21Aq -3 3/Aq.3 - - 8 FIXED 8350 4' -O" x 6' -714" 3 /z' q' -2" /Aq.3 2/Aq.3 3 1Aq.3 q FIXED 83 0 T' -4/4" x 8' -O" 3%z" 8' -3" 4/Al1.3 5 /Aq ,3 6 /Aq.3 20 PROJECTING 8800 3' -4" x 5' -818° ' 7' -3" 7813/Ac13 8814/Aq.31g815/Aq.3 21 PRO 'ECTiNG 8800 3' -4" x 6' -OTia" - 1 /Aq.3 8 /Aq.3 j q /Aq.3 22 CASEMENT 8350 3' -6" x 5' -6" 312 6' -q" 7 /Aq.3 8 /A0.3 q /Aq.3 - 23 CASEMENT 8350 3' -4" x 5' -6 "z" 24 R PCJECTINO_ 88 00 2' -6l /g' x 6' - 7" �" 8' -4" 7 /Ad.3 8 /Aq.3 G'/Aq.3 25 FIXED/PROJECTING 8800 .8' -8" x 7' -612" x" 8' -731x" 7 /Aq.3 1 8 /Aq.3 q /Aq.3 26 FIXED 8350 6' -8" x 51-b" -3 6' -IO" 1 /Aq.3 2 /Aq.3 3 /Aq.3 27 CASEMENT 8350 6' -O" x,__5'-&` 312" T' -I" 7 /Aq.3 8/AO.3 q /Aq.3 28 PROJECTING 8800 3' -4" x 5' -61a" 4" 7' -3" 7 /Aq 3 1 8 /Aq.3 q /Aq.3 RADIUS FRAME AND 6LA55 - MATCH RADIU5 IN PLAN 211.2.2 2q PROJECTING 8800 2 -8" x C -0,16 X 11 71- 85/511 7/A01 3 8 /Aq.3 q /Aq.5 SEAL T�R� -9Z ? ti 00033126 STATE OF AR 516NATURE $ DATE COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THI5 DOU/NENT 15 AN INSTRUMENT OF SERVILE AND 15 THE SOLE PROPER— OF THE ARCHITELT AND PEDLOR DE51DN 5ROW. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. IT5 50EW155 G\ A' DISTRIEIJTION TO OTHER PARTIES 'S NOT TO BE LONSTRUED AS PJBLICATG'v IN DEROGATION OF COMMON LAW COPYRIGHT, INTEL _EGTUAL PROPERT" RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION GONTAINED HEREIN CON5TITUTE5 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAME5 R_ STUTZMAN, AID PEDGGR DESIGN GRDUP. No PART OR WHOLE OF THI5 DE515N, THESE DRAWINCfi OR THE RE5ULING BUILDING OR BUILDIN65, OR PORTIONS OF THE RE5ULTIN6 BUILDING OR BUILD'NG5 MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUB.,SHED MODIFIED OR OTHERWISE P15TR15UTED IN AW WAY WITHOUT THE SPE.'. FIL AND PRIOR WRITTEN LONI OF THE ARCHITECT, JAME5 R, 5TUTZRAN, AhJ PEDGOR DE51ON PEDLOR. © GOPTRICHT 200' JAME5 R. STUTZMAN, AIA, INDIANAPOLIS DATE 6.0 -1.2005 QROJEGT NO. 00000 GAD REFERENGE NO. AUTOGAD 2005 PLOT REFERENGE NO NONE DRAWING 5GALE SEE DRAWING REV 15I ONS MARK I DATE DE51-RIPTION 06 -01 -05 GIT' OF DARNEL PERMIT SET ob -I, � �NSTRUGTIGN SET PROJECT TTLE N C'7 CO OJ =w CD => z Ir �Q Ov � �Z wQ o �o 0 J oz O a _ � J W w W � cc u) U SHEET TITLE WINDOW ELEV. 4 SCHEDULE & AWNING SGHEDULE SHEET NUMBER ARGHITEGT / PROJECT MANAGEMENT -- FLASHING FLASHING WI, % VENEER NDCW ILL W/ - � - WINDOW SILL W/ � - -BRICK T E�IF�R r PI EX- 1 -N5ION RIM EXTENSION WE =P DOLES � 24 - -x _- _ T_ � WEEP HOLES @ 24" O.G. U O.G. C G _ / EXTERIOR SHEATH I NG TX`ERIOP S -EA -- kC7 - J i� WINDOW ,TOOL - KNDOW STOOL - - STRUCTURAL STEEL_ STRUCTURAL STEEL � METAL STUD WALL W/ SEE SPECS �� � 6 MEAL STUD ,�A__ ,n/ SEE SPECS LINTEL (SEE STRUCTURAL) LINTEL (SEE STR! G�Ui�AL> ' R -la BATT INSULATION MES -01iL ✓NDOW --� R -la BATT NS.,_ATO'N - � i� - _ 0, _ GLIP WINDOW VINYL IILII -LIMESTONE �� VINYL J " -G IP VINYL 'J' 51L_ - SE1- 5PEG5 �T'LNY� _ P SILL - SEE 5PEG5 -GLP _ - - _ - - HEADER OPENING _ - - - -- LL BPI < V 1 NEER K 0 q F 5EE 5GHEDU!__ - — Sigh - - HEADER OPENING WA � � -- � � NE VENEER li - � �' Sig II 6Y� -`7SM � � �� OV`R 411 SEE SCHEDULE • G �.; WA_L �- � L_IMESTO GMUBLOGK _ _ BOARD ` e -_`- - -_— SEALANT a BAG<EP - 0�, SHEATHING 335 Rid a oint �riv 9 P 5EA_ANT 4 BAC< =R _ - EXTERIOR SHEATHING SEALANT 6 BACKER ` SEALANT BACKER ✓ Carmel, Indiana 46032 ROD ROD , = _ _ ROD ROD �6 M= AL 5 -UD WALL W/ 377.705.7979 (phone) y - z�,: A7 r NSl, 1 AT!ON 377.705.7980 (fax) - G 6'I METAL STUD WALL W/ W NDOW HEAD W/_ WINDOW HEAD V R -I BATT IN_�ULAT — TRIM EXTFNI CN vINDCW _A.JB r i = ° ION WINDOW JAMB W/ 5 SEAS - - - - - - BO RI°' EX - -N� ON fl - RIM EXTENSION igl 6 ��UM WALL TRIM EXTENSION E),/D, -I r T� f 1 } T� /� TE/?, 9Z Y l I I X L) ,/D V\� Y I E� 1� 2 I I �l 1� % ,/ C A I° � 3 � I - �- �_ 4 Y V I 1_� � V V -� �- f� O ^ I � I I ��` 6 Y V I 1� L/' V�� ✓VII t 5 Y V ���Y V `1A� /l 3 c� ' _ � 1 QQQ33126 - Aq.3 SCALE: liz l = -011 Aq.3 SCALE: liz" - -0 A� 3 5 ALE: = O" .� SCALE: lull = -OII Aq.3 SCALE: lull = II -C�I Aq.3 SCALE: 'i2' = -O STATE OF FLASHING W/ N P�DOW SILL W/ ,� BRIC< Vr NE =P �- WINDOW SILL WEEP HOLES ©24 �. / - TRIM EXTENSION _ ELASHINC� TRIM EXTENSION TT �' � � � � _ BRICK VENEER � � siGNAruRE a DATE - - - ��--� - M= A �A, �% WEEP HOLES 24 O.G. �IINDO- STOOL - _ WINDOW 00� i - i - STRUCTURAL Sl E -L- - - E- SPECS LINTEL (SEE 5T�G UF,AL; a' T i / 6 L U __ SEE SPEG� (�' t- STRUCTURAL AAC BATT INS,_AT C\ �" ' BLOCK WALL =� LIMESTONE WINDOW — STRUCTURAL STEEL t ✓INYL_ J" GLIP G LII ESTONE WINDOW �— _� - _ - LINTEL , EE STRUGTURF _; SILL -SEE SPECS Y NY_ P _ -- SILL SEE 5PEG5 ' THER AL CHAP _ _- - -- - -_ � - D�.1j .OS S = -- . HEADER OPENING / EE - -_ - f2A BRLG� GoPYRIOHT i OwNER5HIP OF DOGUVENTS - SCHEDULE - - -- e G / -BRI K VENEER H W < VENEER -BRICK VENEER r HEADER OPENING � _ � �,^ "� ,}' 5EE SG LDUL AROUND -A'- IB CORNER - THIS Dai,T'�Ni 15 AN IN5TRUhE^fr OF SERVILE AND 15 'HE SOLE PROPER' -` - [� /� / �7TRUGTURA.L AAG OF THE ARGHITEGT AND PEDGOR DE516N WOW. EAI A 4 A _ - EXT =RI OP SHEATH I NG -- -,- - "`, - -- - ALL INF02M4TION CONTAINED HEREIN IS CONFIDENTIAL. ITS 5v ' NT B CKER _ ¢ _ SSGNAID i-.�� SEALANT 4 BACKER a- M DEROGATION DF COMMON LAytl GOPYRIGI -R, �NTELI EGDT AL ROxRi" ROD- A�_ANT SEALANT BAG<�R BLOCK WALL RIGHT5 OR OTHER RESERVED RIGHTS. _ / ALL INFORMATION CONTAINED HER CgNSTIMES THE ORI61kAL AND ROJ = 61 M :-AL STUD WALL W/ ROD ROD JNPN�LI V49RKOFTHEARGHITEGT,JAME5R STUTZMAN,A'C P=DGDR DE516N GROUP. - "I BATT INSULATION �.� NO PART OR WHOLE OF THI5 DESIGN, THE5E DRAWING OR THE RE5ULTING W,. NDCW HEAD W�� 1 I � Inl N IT'lClnl HC /� T 1 nl/ � I BUILDING OR MILDINC , OR PORTION5 OF THE RE5ULTIN6 MILDM6 JR 1 - - - __ -y V V VL Y Y Li-tL Y V W NDOW -]A\/F3 1N./ ! MODIF ED OR OTTNERN15E D15TR13UTED N ANY WAY WIT OU'T THE 5PF V y /-- - rj II - - _ AND RRIOR WRITTEN CONSENT OF THE ARGHITEGT, JAMES R.P FlAN UBLISHED. TRIM EXTEN ION �I ✓� f DC6N A B �/ ANDIG TRI`! EXT -N� Oil _ �g 6 P9UM WALL T IM EXTENSION TRIM EXTL1\50N PEDGOROE5IGNPEDGOR. BOARD © COPYRIGHT 2005 JANE5 R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.0-7.2005 H t+ T / ND ON r� / T� Imo/ / T� / C_ PROJECT NO. 00000 1 ✓ V �� Y 8 Y V 1� /\ %� q- J- �- IO Y Y L/ O Y Y L/ I I V v N O Y Y �/ 12 Y O Y 4 J GAD REFERENGE NO. AUTOGAD 2005 SGAL_E: lull = -O'I Aa.3 SCALE, i2 = -OI Aq.3 S�LE: _ C'I A�i.3 SCALE lull = -OII - .� SCALE: I /211 = I'_OII Aq.3 SCALE: 11211 = -C PLOT REFERENCE No. NONE DRAYNING 5GALE SEE DRAW'NG RE V I51 ON5 MARK DATE DESGRIP-ION WINDOW 5 ! _L W/ M _ - TRIM X -�`�S ON 06 -0-055 GONSTRIKAON 5E RMI' - __ - -.- WIN,�OW SILL W/ � -FLASH NG _ _ �T FLASHING - - - - -- _ TRIM EXTENSION / - E /" P HOLES P 2411 C.G. _ ,PIG< V -AE =R WEE W NDOW STOOL_ - WINDOW 5 O �WEEP HOl ES 2411 O.G. AA,-- � SEE 5PEG5 STPUGTUPAL STEEL �; - - - -_`- - B_O�K �rA__ LINTEL _(SEE STRUCTURAL) ' / BRIG< VENEER - STIZDG_UPAL STEEL �' c LIME57K E WINDOW - INTEL_ X51 -E 5TRUGTURALi/ __-- LME�TONE WINDOW �� _- v _ , - - LL - SPECS _ HER A_ SAP SILL - SEE SPECS FINISHED AAG WALL STRUCTUfi�AL AAG _ -- B_OGK WALL HEADED ; % < - HEADER OPENING B PEWNG - - - -I - V RA BR G ✓ -N= _ _ _ BRICK VENEER - /� RICK V -L,EER An 0 Iff -- 5EE 5G- I -DULE APC ND IAMB OPN =R - - - SEE 5GHEDULE AAG FIM5H - SEALAN- &BACKER - - -- - - - - 5TRUGTURA.L_ AAG -- 5 RUG- Pf•,L AA/_ 5EA_A'NT t BAG <_� - BLOCK WALL - SEALANT a BACKER SEA' ANT BACKER BLOC< WF I_L ROD �_ 1- - - ��_ ROD �-' RCD ROD AAG 5�! �- WINDOW HEAD W/ W� ? EX JA 5B V / T !NDOW HEAD W/ rvINDOW JAMB W/ TR EXTt -N510N RIM EXTENSION TRIM EXTENSION 13 DO HEAD, \�O A�� � J 5 / NDO,V V HEAD 4 L- PROJECT TITLE _ _ - -011 Aq.3 _ _ N SCALE: lie' - -C O11 Aq.3 GALE: I /2'' ' -OII Aq.3 SCALE: Ii211 OI Aq.3 SGAL� lull I -CII Aq.3 I _ Aq.3 �,, � �. - SCALE ii2' O CD Nt Cl) OJ =w CD 5 z or 3:Q Ov F- U. � �z w Q o �o ° �z J - O a w � J W W � F-­a cA U SHEET TITLE WINDON BEAD, JAMS SILL DETAILS SHEET NUMBER T -i vl T� TTT TL_ T.I SCA_ -: 3ig I = _OII NOTE: ALL OVERALL DIMEN9ION5 ARE _ROM SAGE OE AAG BLOCK WALL TO SAGE OF AAG L3L.OGK WALL UNLE55 NOTED OTHERWI5E. ( -+ � --) /—\I:-- —, L_U �I 1� S ALE 3Xg' - 1 -CI ` -DOOR �T I_21I I ml I� V I cv -LOO'" a 30Z'IIC �O w 'II r- Looms �O �I �r cs � FLOOR � 20 41 �o I� LU FLOOR T 15' -4.H LJ FLOOR . IIOII I �n lz D, Looms 3'­ 4 SEAL ����Qt�1ti1111i4t1lHtlllllry�f��/ �C,\STERFQ lQ- � 00033126 STATE OF iAi�1P 515NATURE 8 DATE 1 06.17.05 COPYRIGHT B OWNERSHIP OF DOGUMENT5 THIS D00JMENT :.5 AN INSTRUMENT OF 5ERVIGE AND 15 THE 50LE PROPERT1 OF THE ARGHITEGT AND PEDGOR DE51GN &RO1P. ALL INFORMATION GONTAINED HEREIN 15 GONFIDENTIA -. '.T5 5UBV155''.0IV AND A5TR15JlI N TO OTHER PARTIE5 '5 NOT -0 BE GONSTRUED A5 PJBLIGATIOI IN DEROGATION OF LOMMON LAW WF- RIGHT, INTE'_LEGTUAL PROPERI1 RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GGN5TITUTES THE ORIGINAL AND UNPUBLISHED AORK OF THE ARGHII JAMES R. 5TUTZMAN, AND PED!�(N2 DESIGN 6ROJP. NO PART OR WHOLE OF THIS DESIGN, THESE PRAWIN65 OR THE RE5ULTII1 GUI LDIN6 OR BVLDIN65, OR PORTION5 OF THE RE5ULTING BNLDIN6 OR BUI LDIN65 MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUB_ISHE� MODIFIED OR OTHERWI5E Dt5TRI3U7ED IN ANY WFY WITHOUT THE SPECIFIC, Alm PRIGR WRITTEN CONSENT OF THE ARGHITEGT, JAPES R. STUTZMAN AND REDGOR DE516N PEDCOR. © GOPYR16HT 2005 JAMES R. STUTZMAN, AIA, INDIANAPOLIS DATE 6.07.2005 PROJECT NO. 00000 GAD REFERENGE NO. AUTOGAD 2005 PLOT REFERENGE NO. NONE DRAWING SCALE SEE DRAWING REV 151 ON5 MARK I DATE I DE5GRIPTION O6 -01 -05 CITY OF GARMEL PERMIT SET 06 -11 -05 CONSTRl11_1I0N 5ET PROJECT TITLE N co O CO d' U) OJ =w U) z o� 3: < 0(.) 0 U) z wa �o ° °z J - a � J W w 175 �a (!J U SHEET TITLE STA R PUNT � ELEVATION 5HEET NUMBER OLE MW ✓CA - =I Sig 1 - I � SCALE: 31b' - -0' 4-21 2 —10 - /4 — —ter-- — — NOTE: aLL OVERALL DIMENSIONS ARE FROM SAGE OF AA(_- BLOGK NA! TO =AGE OF AAG E3LOGK WALL UN'!= SS NOTED OTHERWISE. SCALE 1 _ I -0II ARCHITECT / PROJECT HANACEMEN- 335 Ridgepaint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) 5EAL T +urtulo,`. �C,\STERF x-92 f 00033126 STATE OF 516NATURE 4 DATE MM{, 06.17.05 O i� 1 PROJECT TITLE I N oI co 1' V I1 O. ✓ `� LU cl) 2 rr 00 �\ LL cn Q Z O W Q '!y 0 Z J m W LIJ � W rr LLI U) U �T 5HEET TITLE STAR PLANS TI ELEVATION 5HEET NUMBER GOPYRI6HT d OWNER5HIP OF DOGUMENT5 7HI5 DOCUMENT 15 AN IN5TRUMENT OF 5ERVICE AND IS THE 5OLE PROPERT" OF THE ARCHITECT AND FEDGOR 1?E51GN GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. IT5 5U5MI551ON AND P15TRIMIION TO OTHER PARTIES 15 NOT TO BE GOWTRIED AS PUBLIGATION IN PER06ATION OF COMMON LAW GOPYRI6H1L INTELLECTUAL PROPERI- RIGHT5 OR OTHER RE5ERVED RIGHT5. ALL INFORMATION CONTAINED HEREIN GON5TITUE5 TTE ORIGINAL AND UNPUBLISHED ACRK OF THE ARGHITEGT, JAME5 R. 5TIITZMAN, AND PEDC�W DESIGN GROUP. NO PART OR WHOLE OF 7HI5 DESIGN, THESE DRAWIN65 OR THE RE5U'_-INY BUILDING OR BUILDINGS, OR ?ORTION5 OF -HE RE5ULTIN6 BUILDING OR BUILDIN65 MAY BE DLPLIGATED, COPIED, EXHIBITED, PHOTOGRAPHED, PIJBdSHE:i MODIFIED OR OTHERWI5E D15TRIBUTED IN ANY WAY WITHOUT THE SPEC FIG AND PRIOR WRITTEN GON5ENT OF THE ARGHITEGT. JA1E5 R. 51UTZMAN, Ak, PEDGOR DE51.ON PEDGOR. © COPYRIGHT 2005 JAME5 R. 5TUTZMA4, AIA, INDIANAPOL15 DATE 5.07.2005 PROJECT NO. 00000 1 GAD REFERENGE NO. AUTOGAD 2005 PLOT REFERENCE NO. NONE �RAAIN6 5GALE 5EE DRAWING m REV1510N5 MARK DATE DE5CRIP-ION O6 -01'-05 GIN OF CARMEL PERMIT 5ET J Ob -I1-05 G045TRI,G7I0N 5ET Lu ^I O i� 1 PROJECT TITLE I N oI co 1' V I1 O. ✓ `� LU cl) 2 rr 00 �\ LL cn Q Z O W Q '!y 0 Z J m W LIJ � W rr LLI U) U �T 5HEET TITLE STAR PLANS TI ELEVATION 5HEET NUMBER SGAL E: 3/8 Ih -1 - 3/41 S -B/4�1 -,ADS @ = G AO' 5GALE: 3/81 = -OI 3/4 1 5 - ,�-3/4 ' 1 16 -1 6 READS c- 1 1 - 5 -� SGALE 3/"'! 5 -8/4 I `R -ADS I - 6I -51 4 - ✓'�z- II � S AI II I �� -l� -A� SCALE: NOTE: ALL OVERALL DIMEN51ONS ARE FROM FACE OF AAG BLOCK WALL -10 PAGE OF AAG BLOCK h LL UNL 55 NOTED OTHERKSE. 335 Ridgapoint DrIAM Carmal, Indiana 46032 317.705.7979 (phans) 39 7.705.7980 (fax) 5EA TUr�,,,,, 1 00033126 STATE OF CiIANP ���t/ql /Itlll�ill�l� \AVv SIGNATURE B DATE j 06.1.7.05 GOPYRI6HT 8 OWNER5HIF' UI LJUCUMtN I7 TH15 DOCUMENT 15 AN IN5TRUMENT OF SERVILE AND I5 THE 5OLE PROP - OF THE ARGHITEGT AND FEDGOR DE51GN GROUP ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. IT5 5UBMI551ON AND D15TRIEVTION TO OTHER PARTIE5 '�5 NOT TO BE GONSTRLED A5 PUBLIGATIOV IN DEROGATION OF COMMON LAN GOPYRIGHT, INTELLECTUAL RRO -RT' RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN DON5TITUTES THE ORIGINAL AND UNPUBLISI -ED Y RK OF THE ARGHITEGT, JANg5 R. STUTZMAN, AND REDGOR DE5I5N GROUP. NO PART OR WHOLE OF THIS DE5151, , 'HE5E PRANING5 OR THE RESU- I ^YO BUI LDIN6 OR BVLDINC , OR PORTION5 OF THE RE5ULTING BUILD .NO OR BUI LDIN05 MAY BE DUPLI C CATED, PIED, EXHIBITEP, PHOTOGRAPHED, PUBLISH %D MODIFIED OR OTHERHI5E D157RI13UTEP IN ANY NAY WITHOUT THE 5PECIFIG AND i OR WITEN CONSENT O1 THE ARGHITEGT, „AMPS R. STUTZMAN, AND PEDGOR DE51GN PEDCOR. © GOPYRIGHT 2005 JAME5 R. 57JTZMAN, AIA, INDIANAPOLI5 DATE b.OT.2005 PROJECT NO. OOOOO GAD REFERENCE NO, AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAWING 5GALE 5EE DRAWING REV 151 ONS MARK I DATE I OESGRIPTON 0(,-07-05 CITY OF CARMEL PERMIT 5E 06 -I1-05 - 'ON57RUOTION 5E' PROJECT TITLE N co O O d' t 0 :E w U) 5 rr r 00 LL U) Q cn z O w Q Q J oz Q o F-J LU W �Er UU SHEET TITLE STAIR PLANS ELEVATION SHEET NUMBER f 003 )R HWEST CORNER OUTHWEST 1/4, -, SE .30 -T18N -R4E STEEL PIN FD. w It ry I z 00 0 r7 (3 LIJ U) o� w Z Lei wz (� J Q t - Xw SITE LA YUU I FLAN SCALE: 1" = 20' m C EAST MAIN STREET & I4ORTH LINE, SW 1/4, SEC.30 -T18N -R4E 171 17777=1 I nr11,17171 cvlcTIAI!` I ICUT Tn RPIIAIN SCALE: 1" = 20' NORTH LIJ vi ENLARGED LAYOUT PLAN U lu 1U SCALE: 1" = 10' SCALE: 1 " = 10' NORTH Ld a Tn (3i J Q 0 U) al b GENERAL NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY Checked By GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING DTM OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE INSTALLATION OF THE TOPPING COURSE, CORRECTIONS SHALL BE PLANS. MADE IF NECESSARY. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR HIMSELF WITH THE SOIL CONDITIONS. LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 19 ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, FOR INSTRUCTIONS. SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING ITS ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING CONSTRUCTION OR DURING THE SCHEDULED PAVING. UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY 20. ALL STRIPES ARE TO BE 4' PAINTED WHITE, UNLESS OTHERWISE OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY NOTED ON THE PLANS, DETAILS, OR IN THE SPECIFICATIONS. PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR 21. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS A MAXIMUM OF 3/4' SLOPE PER FOOT. CONTROL JOINTS SHALL JURISDICTION SO NOT TO CAUSE DAMAGE. NOT EXCEED 10' -0' MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM ON CENTER UNLESS 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY OTHERWISE NOTED OR INDICATED ON PLANS. COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON 22. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINT'S SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE AND NOT TO EXCEED 10' -0" MAXIMUM. EXPANSION JOINTS SHALL MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. NOT EXCEED 40' -0" MAXIMUM. CONTROL JOINTS MAY BE SAW CUT WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE WITHIN 24 HOURS AFTER THE CURBS ARE POURED. CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. OR FACE OF CURB UNLESS OTHERWISE NOTED. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COMPLETELY WITH 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE OTHERWISE NOTED. APPROVED MATERIALS. 25. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 26. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 27. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE OF ALL LOOSE MATERIALS. THE EDGE OF THE EXISTING ASPHALT PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS SHALL BE SEALED WITH A TACT COAT MATERIAL BEFORE THE NEW W A IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY ASPHALT IS INSTALLED. STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 28, ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONG WALLY. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDAN f1TI THE CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. JURISDICTION. 29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND ADD WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE NEW CONSTRUCTION, R IS THE GENERAL CONTRACTOR'S BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMffED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, AGENCIES. VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS IRRIGATION. TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. 30. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING SPECIFICATIONS. OF THE EXISTING PAVEMENT OCCURS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL LEGEND: BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS "'^ = RIGHT WAY CONCRETE PAVEMENT / RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND R'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. = CONCRETE PAVEMENT 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL„ STATE, COUNTY, CITY OR LOCAL = REGULAR DUTY ASPHALT PAVEMENT AGENCIES. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH = HEAVY DUTY ASPHALT PAVEMENT DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR = PAVER WALK MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE BE USED AS A REDUCER. = TRANSFORMER LOCATION CONSTRUCTION SCHEDULE. WATER MAY 0-- PLAN NOTES: I CONCRETE STOOP PER DETAIL 03/700. 25 ENTRANCE STEP PER DETAIL 22/C700 2 CONCRETE CURB PER DETAIL 02/700. 26 ENTRANCE STEP HEIGHT VARIES TO 0' -0' PER PLAN C300 3 INTEGRAL CURB & WALK PER DETAIL 04/C700. 27 36" DIAMETER CONCRETE PLANTER 4 HANDICAP CURB RAMP PER DETAIL 06 /C700. 5 4" CONCRETE PAVEMENT PER DETAIL 09/C700. 6 EXPANSION JOINT PER APPLICABLE DETAIL. PARKING TABULATION 7 CONCRETE CURB END TAPER PER DETAIL 11/C700 USES SQUARE FOOTAGE PARKING REQUIRED 8 HANDICAP PARKING SYMBOL, SEE DETAIL 19/C700. RETAIL XXXX S.F. XX SPACES 9 HANDICAP PARKING SIGN, SEE DETAIL 18/C700. OFFICE XXXX S.F. XX SPACES 10 HANDICAP RAMP PER DETAIL 07/C700. RESIDENTIAL XXXX S.F. XX SPACES 1.1 FOR RETAINING WALLS, RAMPS, AND STEPS SEE ARCHITECTURAL PLANS. TOTAL XXXX S.F. XX SPACES 12 6" CONCRETE PAVEMENT PER DETAIL 10 /C700 13 STANDARD ASPHALT PAVEMENT PER DETAIL 13/C700. 14 HEAVY DUTY ASPHALT PAVEMENT PER DETAIL 14/C700. 16 RIGHT -OF -WAY ASPHALT PAVEMENT PER DETAIL 12/C700. 16 CURB W /PAVEMENT REPAIR PER DETAIL 05/C700. 17 STEEL BARRIER POST PER DETAIL 23/C700. 16 4" WHITE PAINT STRIPE (TYP) 19 4" BLUE PAINT STRIPE HOLEY MOLEY SAYS. 20 PAINTED TRAFFIC ARROW (WHITE) PER DETAIL 20/C700. "DON'T 21 CONCRETE DRIVE W/ PAVER WALK PER DETAIL 16/C700 DIG BLIND" 22 LIGHT BASE WITH CONCRETE PAVEMENT PER DETAIL 15/C700 23 PAVER WALK PER DETAIL 24/C700 24 PAVER WALK W/ STRUCTURAL PLANT MIX PER DETAIL 17/C700 1 -800- 382 -5544 CALL -OLL -PEE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 290 Past 96th ftM S­ 200. Idum b., IN 46240 T 317 948 900 F 317.514 0957 -.cso - In Association with: L'ACQUIS CONSULTING ENTERPRISES is= INDIANAPOLIS, LLC 280 East 96th street, Suite 280 IndianaPolls, Indiana 46240 (317) 706 -2075 Nil, A V►roOLPERT Project, OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Draw" Title: SITE LAYOUT PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: OQ' AR 00880145 -< ME W �p01�M1► gRch I i E"i Drawing Number: 0200 Project Number: 25179 -I, F:5 C- / z � \ � z—. 1 2 -\ —A� -Di - I1,, SCALE: 3i &' _ -O' r5 IT / 2 V ' - f'\ I -< 5 - f \\� I /-,�'<( -/ 1- --) t--/ L f � v SCA- =: 31g 1 - -O' =l)/ o. C F 5GALE : 3/8 ' _ -O' C II O 1 III I 5CA_ =: NOTE: ALL OVERALL_ DIMENSIONS ARE FROM FACE OF AAG E-0- WALL TO FADE OF AAG BLOCK WALL UNLE55 NOTED OTHERWISE. 0 m O 77 -0'1 _ IL I� �c C m N 5H F-00;::� : ELEV. _ Z-- - 1 1 L! ! �r. �1 ' �INISN FL00R 'I_EV, = 4'-b ' ry J L� I I II �� FIIN -'I- F_OO� FLEV. 1 Jr t II 'a \J I FINISH FLOOR FLEW. _ 50' -1- _J = ''WISH -00R ELEV. I 7- F N15F F-OOR EL -V. = 201 -G 5I&NATURE $ DATE I 0 &.1.05 GOPYRi6HT B OWNERSHIP OF DOGJMENT5 THI5 DOOJMENT 15 AN IN5TW MENT OF 5ERVLE AND 15 THE SOLE PROPERT' OF THE ARGHITEGT AND PEP'-OR DESIGN 6ROJP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. ITS 503MI551M ANA O15TRIEVPON TO OTHER PART 'E5 -5 NOT TO BE GONSTRLED A5 P'JBLIGATION IN DEROGATION OF COMMON LAW COPYRIGHT, IN'ELLEG"JAL PROPERT' RIGHTS OR OTHER RE5ERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GONSTITUTE5 THE ORIGINAL AND UNPUBLI5FED WORK OF THE ARGHITEGT, JANE5 R. 5TU7ZMAN, AND DE515N GROUP. NO PART OR NI OLE OF 7HI5 DE51GN, THESE DRANING5 OR THE RE')L-INY BUILDING OR DUILDINCY, OR PORTIONS OF THE RE5ULTING BUILDING OR BUILDING5 MAY BE DUPLIGATED, COPIED EXHIBITED, PHOTOGRAPHED, PL9LI5� F MODIFIED OR OTHERN15E D15TRIBUTED IN ANY NAY WITHOUT THE SPECIFIC, Ahm PRIOR WRITTEN GON5ENT OF THE ARGHITEGT, JAYE5 R. STUTZMAN, ANO PEDGOR DE516N PEDGOR. © GOPYRI6ILT 2005 JAMES R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.07 2005 PROJEGTNO. 00000 GAD REFERENGE NO, AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAWIN6 5GALE 5EE DRAWING REV 151 ON5 MARK DATE I DE5GRIPTION O6 -OT -OS GIN OE GARMEL PERMIT SET 06 -17-05 GON5TRLGTION SET PROJECT TITLE N co 0 U) OJ =w C/) 75; z or �Q o C) � �Z wQ o CEo 0 J oz � J W w W � ry- H Q (n U 5HEET TITLE! STAIR PLANS & ELEVATION SHEET NUMBER 0 -5 7N:z;� :1� E�\L/-,z�ZC;ED F-1 SC A L:--: - -31b 4 T- F� E 5 C, AL I 1�� A F-� ��A-:E: 51,, 4L�. STA � FD,- 5EC, T i ON 5(�ALE: 335 Ridgeppcpint Drlvqp Carmal, Indiana 46032 3-17.705.7979 (phcxna) 317.705-7980 (fa3c) 5EAT- xox%k�fflll I I I III II S T U c s TEY" s TEp, x 00033126 IS STATE OF -1 ,,. R? C H I 51(-,NA,URE � DATE (�OP`T'R16HT i CYNNER5HIF OF- DOC�JIIENT5 ,Hl� EC�MI 15 AN IN5TTWMrNT Or SERVICE AND 15 -� �-F OF T�E ARrHITEG7 AND PED�OR PE516N CRO�P ALL INFORMATION rQNTAINEP HEREIN 15 CONFIDENTIAL, IT5 5Jf3M155ION AND D15TR15IJ710N TO OTHER �ARTIE5 15 KC1 TO BE C,0145TR�ED A5 l0LI6ATVN I� DEROC,�,TIONI OF LOMHON LAN GOJ—I&HT INTEL! Er JA- PRT)PE�TY RIOHT5 OF OTfER RE5ERVED RI&HT5. ALL INFORMATION CONTAINED HEREIN CON57ITUTE5 THE OR C-,INAL AN�) UNPUBL15HED NORK OF THE AR�HITEC�T, JA�E5 R, 5TUTZMAN. AND PFD�R DE51 CN "RO`P NO PART OR N,OLE OF -HI5 DE510N, THE5E pi?,AhING5 OR THE RE',,-`IWl BUILD�N6 O� WLDIW�, OR PORION5 Of TIC RE50LTIN6 �F BUILD %5 MA� BE DUPLICATED, COPIED, E�HIBITEU, PTOTO&RArHE0, -�SLISOED '0 OTT_ERN - -H' 5PE PIFIED OR _ 15E 1115'FR15)TED IN ANY KAY Y�ITIHOU CIFIC, W MgIOR HRIT7rN G A _ ON5ENT Or THE ARCHITECT, JAME5 R S�JTZ�IAN AND PEDCOR PE51ON PEDGOR. (6) COPYR,b� 2005 JA-E5 R. 57-TZMAN, AIA, INPIANAPOLI`H DATE b.07 200E FROJEC,T NO. 00000 (,A[? REFEREN(,E NO. AJTOGAD 2005 PLO' REFERENCE NO. NoNE DRAKN6 5CALE SEF DRAHIEI�!- REV15ION5 MARK DATE I DE5CRIPTION Ob-01-05 CITI OF CARMEL PERMIT ',E- oe,-11-05 CON57R-C-ION -,E7 PROJEGTI TITLE FIN15H FLOOR 0�- ELEV. ;)51-4"- [IJ, FINISH FLOOR E::LEV. - 20'-4" 77 LLI LLJ [Y U) FINISH FLOOR z ry" ELI--V � 151- 4 < CIN o FIN15H FLOO ELEV- 2 1-6'1 Po H < c/) z Lu < C) 0 r) Z < 6) LLJ LLJ — Jj 75 9 rr �n cz < SHEET -ITLE FINISH FLOORIIIIL STAR PLANS '-=LEV. ELEVAT�ON 51HEET NUME3ER OIIWx811DAA- BOND DEAM N �2' #5 CONT 0IIWx811T)AAG BOND BEAM w/ (2) #5 CON 0"/^v x 8''D AAG BOND BEAM Vv/ (2) #5 LON- H E LEVATCL T OA 10.6 SCA_E :3/811 = I' -C' -4 FIN S -LOL' FIN SI =LOC-' — E_ -V. = I 4' � BIERS DE"ONC - BY -EIS 2 OLD V ATOM 10.6 SC ALE: 3 /g" = 1' -CII F F d w w O d w v z O = 1 `7 - 4 1011 AAG BLOCK III _11 PIT LADDER SEE DETAIL 3 /AI0.6 LONG. SLAB (TYP) FINISH FLOC FOUNDATION WAL L (SEE STRUCTURAL) PIERS BEYOND - BY OTHERS m _I 2 -011 01 o I O S O I� 01. 1 c1 0 ro - -- L O 11 d O: 3 LCDDE;:�-,' DDTA i O 10.6 SCALE: 3/41' = I -01. � DLAfi�OLD ELEVATCF, PLAN SCALE. E/3,511 = I -011 06.17.05 GOPYRIGHT 6 ONNER5HIP OF DOCUMENTS THI5 DOGUMENT 15 AN IN5TRUMENT OF SERV IGE AND 15 THE BOLE PRO-R- OF THE AROHITEGT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. IT5 5VEMI5510N A� DISTRIBUTION TO OTHER PARTE5 15 NOT TO BE 6ON5TRUED .A5 PIBLICATION IN DEROGATION M OF GOMDN LAW GOPYR'GHT, INTELLECTUAL PROPERT" RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON5TITUTE5 THE ORIGINAL AND UNRUBLISHED WORK OF THE ARLHITECT AMF5 R. 5TU77MAN, AN - -?P, DE515N GROUP. NO PART OR WHOLE OF TH15 DE51GN, THE5E DRAWIIw� OR THE RE5'u_. -ING BUILDING OR EUILDING5, OR PORTIONS OF THE RESULTING EWILDING OR BUILO11,65 MAY BE DUPLICATED, COPIED, EWBITED, PHOTOGRAPHED, PUB_ &I FE MODIFIED OR OTHERWISE DISTRIBUTED IN ANY F6kY WITHOUT THE SPE,IFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. 5TUTZMAN, ANO PEDCOR DESIGN PEDCOR. © GOPiRIGHT 2005 JAME5 R. 57UTZMAN, AIA, INDIANAPOLIS DATE CD.O�.2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE NO NONE DRAWING 5GALE SEE DRAWING REVISIONS PROJECT TITLE C'7 U) 0. OJ =w U) 75; z or Ov 0 U) z wQ Q °C o 0 J oz O a _ � J W W 15 F- Q cn U SHEET TTLE ELEVATOR PLAN5 5EGTIONS SHEET NUMBER 0 =A -G A d > O d �I v z s H E LEVATCL T OA 10.6 SCA_E :3/811 = I' -C' -4 FIN S -LOL' FIN SI =LOC-' — E_ -V. = I 4' � BIERS DE"ONC - BY -EIS 2 OLD V ATOM 10.6 SC ALE: 3 /g" = 1' -CII F F d w w O d w v z O = 1 `7 - 4 1011 AAG BLOCK III _11 PIT LADDER SEE DETAIL 3 /AI0.6 LONG. SLAB (TYP) FINISH FLOC FOUNDATION WAL L (SEE STRUCTURAL) PIERS BEYOND - BY OTHERS m _I 2 -011 01 o I O S O I� 01. 1 c1 0 ro - -- L O 11 d O: 3 LCDDE;:�-,' DDTA i O 10.6 SCALE: 3/41' = I -01. � DLAfi�OLD ELEVATCF, PLAN SCALE. E/3,511 = I -011 06.17.05 GOPYRIGHT 6 ONNER5HIP OF DOCUMENTS THI5 DOGUMENT 15 AN IN5TRUMENT OF SERV IGE AND 15 THE BOLE PRO-R- OF THE AROHITEGT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. IT5 5VEMI5510N A� DISTRIBUTION TO OTHER PARTE5 15 NOT TO BE 6ON5TRUED .A5 PIBLICATION IN DEROGATION M OF GOMDN LAW GOPYR'GHT, INTELLECTUAL PROPERT" RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN GON5TITUTE5 THE ORIGINAL AND UNRUBLISHED WORK OF THE ARLHITECT AMF5 R. 5TU77MAN, AN - -?P, DE515N GROUP. NO PART OR WHOLE OF TH15 DE51GN, THE5E DRAWIIw� OR THE RE5'u_. -ING BUILDING OR EUILDING5, OR PORTIONS OF THE RESULTING EWILDING OR BUILO11,65 MAY BE DUPLICATED, COPIED, EWBITED, PHOTOGRAPHED, PUB_ &I FE MODIFIED OR OTHERWISE DISTRIBUTED IN ANY F6kY WITHOUT THE SPE,IFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. 5TUTZMAN, ANO PEDCOR DESIGN PEDCOR. © GOPiRIGHT 2005 JAME5 R. 57UTZMAN, AIA, INDIANAPOLIS DATE CD.O�.2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE NO NONE DRAWING 5GALE SEE DRAWING REVISIONS PROJECT TITLE C'7 U) 0. OJ =w U) 75; z or Ov 0 U) z wQ Q °C o 0 J oz O a _ � J W W 15 F- Q cn U SHEET TTLE ELEVATOR PLAN5 5EGTIONS SHEET NUMBER 0 5/811 EXTER IOE --EXTERIOR EAR S SHEAT ING �� VENEER WITH A 211 AIR SAGE 1 R_ - T TT YX _,c, If BATT NSU -ATI7N OT L - 611 METAL 5TUI > �•Q - 5/11 G -YPSUM BOARD 0 12" AIR SPAu- O O" AAG BLS < - INTERIOR BRIC< VENEER' ' 1 Pi_ TTTT ;- All.O 3GALE: 11211 = OH EXTERIOR L VENEER NL AIR 5PAGE 5/811 EXTER SHEA NB VAPOR BA` BAT F 1 N51UL. 611 ^'IETAL EEL GOUT 6 T1_i-'<T TTTT _ Al l.0 5545: 11211 = 11 -C 1 S� C BOARD i2 A R 011 AAG SS OR BRIC< V= �TT ! �T V �T 15 RTTT TT T N AII.O - EX - -R: =NE R . - - I �F -- ,T z O' AAG B_OG < k 0 (D/ F-0 EXTER OR BR G< j VSEER A 2 / AIR 5PAGE T SN -Ro_ S. W/ R ROD 3 5EA_,A \T N SEE_ TT T =T: !- Al 1.0 5GA_ =: 12 = I -G ' ` -BHg � SUS• GAS %C7 BEAD S =ASS BATT S.,_AT G1`. - AII.o 16 TT -T - N m 3 TTTT TTAL AII.O 5G ALE: 11211 5/8" 6''PSUM BOARD 611 METAL SS 5/8" EXTERIOR 5HEATHINC2 VAPOR BARRIER BATT IN5ULATION G FRG P I LA5TER 8 TTT DTTT D All.O SSE: 11211 EXTERIOR BRICK VENEER WITH A 211 AIR SAGE 5/11 EXTERIOR SHEATHING 5EALANT CASINO BEAD BATT INSULATION T 11611 EXTERiOR PLASTER FINISH VAPOR BAI 5/8' EXTER SHEATHING EXTERIOR I VENEER WI AIR 5PAGE CANOPY EXTERIOR E3RIG< SUPPORT VENEER WITH A 2�,I �� SPSRT AIR 5PAGE 1 3/4" VERTICAL STUCCO FURRING 5/5' EXTERIOR — STUCCO SHEATHING t T ` -BHg � SUS• GAS %C7 BEAD S =ASS BATT S.,_AT G1`. - AII.o 16 TT -T - N m 3 TTTT TTAL AII.O 5G ALE: 11211 5/8" 6''PSUM BOARD 611 METAL SS 5/8" EXTERIOR 5HEATHINC2 VAPOR BARRIER BATT IN5ULATION G FRG P I LA5TER 8 TTT DTTT D All.O SSE: 11211 EXTERIOR BRICK VENEER WITH A 211 AIR SAGE 5/11 EXTERIOR SHEATHING 5EALANT CASINO BEAD BATT INSULATION T 11611 EXTERiOR PLASTER FINISH VAPOR BAI 5/8' EXTER SHEATHING EXTERIOR I VENEER WI AIR 5PAGE SEE STRUCTURAL- \-5 /,511 GYPSUM IDRAWINC5 FOR BOARD I STEEL SIZE I b" METAL STUD -- BATT IN5ULAT!CN 12 r =TTTT DOT L_ All.O SCALE: 11211 = 11 -011 J n u . i tnTv A l T1 I,— /l v 1 11_11 �L- ��vLr 17 T AN DETAIL All.O SCALE: 1 /211 EXTERIOR BRIGI VENEER WITH A I/2° AIR- SPACE 1011 AA.0 BLOCK -7/1611 EXTERIOR PLA5TE< FIN151- 4 TTTT TTTT D All.O 5GALE: 11211 = 11-0" TTTT DOTT_ A1 1.0 5GALE: 112 11 -011 EXTERIOR BRIG< 55000 T VENEER WITH A 211 I AIR SPACE 551N6 BEAD I '' 51811 EXTERIOR T �' 51 EATH I NCB \ VAPOR BARRIER \ TT TTTT ITrNNrN T i 5 /B11 bYPSUM� % SEALANT— BOARD BATT INSULATION 6" METAL STUD 6" METAL STUD 13 TTTT TTTT T All.O 5GALE: 11211 = 11 -011 EXTERIOR f VENEER, W'' AIR 5PAGE 5511 EXTER SHEATH I S SEE'- COL i5EE 5 RUC DRAWINGS vA °CR BA VAPOR BARRIER /8" EXTERIOR SHEATHING EXTERIOR BRIG< VENEER WITH A 2 ' AIR SPACE %i 5 TTTT DOT, I_ A11.0 SCALE: 'i2' cY : N5ULATION AL STUD Y °SUM Sg SSSM BOARD 11 '„IETAL STUD BATT Id5ULATION 5_R OR BR1C< VENEER - /21 A 5PAGE 10�A/ ; BLOG< l 10 TTT DOT L_ A11.0 5CA5: 121 SUSO � 5S" EXTERIOR 5HEATHIN5 18 TL-TT TTTT D All.O SCALE: 112" = II -011 ARGHITEGT / PROJECT MANAGEMEN` 335 Rldgapoint Drive Carmel, Indiana 46032 3-17.705.7979 (phone) 317.705.7960 (fax) SEAL 00033126 STATE OF //` �N AAN P ���� ii. -q rHITG��������������� �l/;r1111 tWa���� 516NATURE & DATE tiIIIIIII 1 .0� COPYRIGHT & OWNER5HIP OF DOGUMENTS THIS DOCUMENT 15 AN INSTRUMENT OF SERVICE AND 15 THE SOLE PROPER' OF THE ARCHITECT AND PEDGOR DE50N GROUP. ALL INFORMATION GONTAINEO HEREIN 15 CONFIDENTIAL. IT5 5JBM155101, AND DI5TRIFIW ON TO OTHER PARTIES 15 NOT TO BE OON5TRUED AS PUBLIOAT ON TION OF COMMON LAN GOP IN PER06AYRIOHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAIfNED HEREIN OONETITVTE5 THE ORIGINAL AND UNM/BLISHED WORK OF TIE ARGHITEGT, ,JAMES R. 5TUTZMAN, AND PEDLOR DESIGN GROLF ND PART OR NHOLE OF THI5 DES16N, THESE DRANIN55 OR TILE RESUL —ING- BJILDIN6 OR MIILOIN:{, OR PORTIONS OF THE RE5ULTINC6 WILDING OR BUILDINGS MAY BE TYJPLIGATED, GOPIED, ExHIBITED. PHOTOGRAPHED, RJBL�SHEl MODIFIED OR OTHERN15E O15TRI&1TED IN ANY WAY WITHOUT THE 5PEGIFIG AND PRIOR WRITTEN GONSENT OF THE ARGHITEGT, LAMES R. 5TUTZMAN, AND PEDCOR DE51G1N PEDCOR. © COPYRIGHT 2005 JAME5 R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.07.2005 PROJECT NO OOOOO GAD REFERENGE NO. AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAWING SCALE SEE DRAWING REVISIONS MARK DATE DESCRIPTION 06 -0 -05 GIN OF CARMEL PERMIT SET Ob —I1 -05 I GON5TRUOT -..ON SET PROJECT TITLE N 3/z,11 VER -GAL C'7 Fj O 5/� SPSUM 30ARD (" META_ STUD BATT N5_). -ATICN 140 TT D'_TT D A11.0 SSE: 1,211 = 011 0 =w z o� Ov � �z w Q o �o �z J °- a O � J W w 12 rr F-a cA U SHEET TITLE FLAN TETT L5 SHEET NUMBER 0 CANOPY EXTERIOR E3RIG< SUPPORT VENEER WITH A 2�,I AIR 5PAGE 1 3/4" VERTICAL STUCCO FURRING 5/5' EXTERIOR — STUCCO SHEATHING t T SEE STRUCTURAL- \-5 /,511 GYPSUM IDRAWINC5 FOR BOARD I STEEL SIZE I b" METAL STUD -- BATT IN5ULAT!CN 12 r =TTTT DOT L_ All.O SCALE: 11211 = 11 -011 J n u . i tnTv A l T1 I,— /l v 1 11_11 �L- ��vLr 17 T AN DETAIL All.O SCALE: 1 /211 EXTERIOR BRIGI VENEER WITH A I/2° AIR- SPACE 1011 AA.0 BLOCK -7/1611 EXTERIOR PLA5TE< FIN151- 4 TTTT TTTT D All.O 5GALE: 11211 = 11-0" TTTT DOTT_ A1 1.0 5GALE: 112 11 -011 EXTERIOR BRIG< 55000 T VENEER WITH A 211 I AIR SPACE 551N6 BEAD I '' 51811 EXTERIOR T �' 51 EATH I NCB \ VAPOR BARRIER \ TT TTTT ITrNNrN T i 5 /B11 bYPSUM� % SEALANT— BOARD BATT INSULATION 6" METAL STUD 6" METAL STUD 13 TTTT TTTT T All.O 5GALE: 11211 = 11 -011 EXTERIOR f VENEER, W'' AIR 5PAGE 5511 EXTER SHEATH I S SEE'- COL i5EE 5 RUC DRAWINGS vA °CR BA VAPOR BARRIER /8" EXTERIOR SHEATHING EXTERIOR BRIG< VENEER WITH A 2 ' AIR SPACE %i 5 TTTT DOT, I_ A11.0 SCALE: 'i2' cY : N5ULATION AL STUD Y °SUM Sg SSSM BOARD 11 '„IETAL STUD BATT Id5ULATION 5_R OR BR1C< VENEER - /21 A 5PAGE 10�A/ ; BLOG< l 10 TTT DOT L_ A11.0 5CA5: 121 SUSO � 5S" EXTERIOR 5HEATHIN5 18 TL-TT TTTT D All.O SCALE: 112" = II -011 ARGHITEGT / PROJECT MANAGEMEN` 335 Rldgapoint Drive Carmel, Indiana 46032 3-17.705.7979 (phone) 317.705.7960 (fax) SEAL 00033126 STATE OF //` �N AAN P ���� ii. -q rHITG��������������� �l/;r1111 tWa���� 516NATURE & DATE tiIIIIIII 1 .0� COPYRIGHT & OWNER5HIP OF DOGUMENTS THIS DOCUMENT 15 AN INSTRUMENT OF SERVICE AND 15 THE SOLE PROPER' OF THE ARCHITECT AND PEDGOR DE50N GROUP. ALL INFORMATION GONTAINEO HEREIN 15 CONFIDENTIAL. IT5 5JBM155101, AND DI5TRIFIW ON TO OTHER PARTIES 15 NOT TO BE OON5TRUED AS PUBLIOAT ON TION OF COMMON LAN GOP IN PER06AYRIOHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAIfNED HEREIN OONETITVTE5 THE ORIGINAL AND UNM/BLISHED WORK OF TIE ARGHITEGT, ,JAMES R. 5TUTZMAN, AND PEDLOR DESIGN GROLF ND PART OR NHOLE OF THI5 DES16N, THESE DRANIN55 OR TILE RESUL —ING- BJILDIN6 OR MIILOIN:{, OR PORTIONS OF THE RE5ULTINC6 WILDING OR BUILDINGS MAY BE TYJPLIGATED, GOPIED, ExHIBITED. PHOTOGRAPHED, RJBL�SHEl MODIFIED OR OTHERN15E O15TRI&1TED IN ANY WAY WITHOUT THE 5PEGIFIG AND PRIOR WRITTEN GONSENT OF THE ARGHITEGT, LAMES R. 5TUTZMAN, AND PEDCOR DE51G1N PEDCOR. © COPYRIGHT 2005 JAME5 R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.07.2005 PROJECT NO OOOOO GAD REFERENGE NO. AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAWING SCALE SEE DRAWING REVISIONS MARK DATE DESCRIPTION 06 -0 -05 GIN OF CARMEL PERMIT SET Ob —I1 -05 I GON5TRUOT -..ON SET PROJECT TITLE N 3/z,11 VER -GAL C'7 Fj O 5/� SPSUM 30ARD (" META_ STUD BATT N5_). -ATICN 140 TT D'_TT D A11.0 SSE: 1,211 = 011 0 =w z o� Ov � �z w Q o �o �z J °- a O � J W w 12 rr F-a cA U SHEET TITLE FLAN TETT L5 SHEET NUMBER 0 PREF I N. I--TAT COPING CONTINUOUS ✓eD BLOGKING LIMESTONE V NE -R 411 GONGR =TE -= BLOCK - METAL STUD 30# FELT 5/811 EXT. SHEATHING- - BRICK VENEER ­0 GORBEL OUT 112' AT A TIME 211 A SPAGE 5EE STR�GTURAL DRAW NG-S FOR 5TEEL DETAILS BRGK TIES 611 O.G. ORNAM -N�A_ 5TE -L RAILING AMID. B =LASING ORNAMENTAL S -EEL BALCONY RAILING --I-F ' 'LOPED GONGRETE WITH WATER ROO N SEALER PAINTED STEEL BALCON" 5TR:CTJF BRIGK VENEER LIMESTONE - GO^ IN6 4" GONGRETE BLOCK BRIGK SO -DIER COURSE 3C# FELT D /811 EXT. SHEATHING BRIGK V - -NLER -O GORBEL OUT 112 AT A TIME - 2" AIR 5z�ACE BR',--K VENEER _ I MESTONE COPING SEE STR CTURAL DRAWINGS FOR 5TEE.- DETAILS - 5CA_ -: /2 - I -0 1 T +-TT L ':-GALE: 1/2 = -O G ✓mil' ;151 - ✓ER `I = -A _ DEC< 1 DPA,NIVGS; T ETA I! GON� PREGAS AII.I S - OF SFE,A NS T_- �E CV AD AE_E F --J - II - DEC< = LAS -ING- 3/411 PRESSURE �- Ate- GONG R�OF AVER O\ AD_US ABLE =� =5 -ALB J / MOD1= ED BI- M -N ROOFI\ r& S__ATI -IN6 "CD FI -D B �J"EN R00= NG Ii , RI6 D N5,_. BLOCKING AND m m PLYWD. SHIM - 2 2x WOOD BLOCKING L LIME5TOP AS REQUIRED SEPARATE I FIBERGLAS5 GAP -- __ " — 1 1 ,; / " G GONGREI �- 3 BUILT -IN 3 S N SHEATHING I , 611 i6 GA. METAL STUD ,- 6 O.G. C CONTINUO BLOGKIN GORMGE SUPPORT 4 411 16 GA. METAL STUD P PLYWD. c FRAMING- E7 ORNAMENTAL S -EEL BALCONY RAILING --I-F ' 'LOPED GONGRETE WITH WATER ROO N SEALER PAINTED STEEL BALCON" 5TR:CTJF BRIGK VENEER LIMESTONE - GO^ IN6 4" GONGRETE BLOCK BRIGK SO -DIER COURSE 3C# FELT D /811 EXT. SHEATHING BRIGK V - -NLER -O GORBEL OUT 112 AT A TIME - 2" AIR 5z�ACE BR',--K VENEER _ I MESTONE COPING SEE STR CTURAL DRAWINGS FOR 5TEE.- DETAILS - 5CA_ -: /2 - I -0 1 T +-TT L ':-GALE: 1/2 = -O G ✓mil' ;151 - ✓ER `I = -A _ DEC< 1 DPA,NIVGS; �1 �f �1 i T r. i D T - -T SGAL - -: 12 = 1 -O 1 T ETA I! GON� ,nAL_ /TIALL -_A= AII.I S - OF SFE,A NS T_- �E - II - DEC< = LAS -ING- 3/411 PRESSURE �- Ate- GONG R�OF AVER O\ AD_US ABLE =� =5 -ALB J S__ATI -IN6 �1 �f �1 i T r. i D T - -T SGAL - -: 12 = 1 -O 1 LIMESTONE GAP METAL WALL GAP FLA5HIN6 112 "' GEL-LULAR PVG DENTAL_ BLOCKING 3/411 GELLULAR PVC, TRIM BOARD 2x WOOD BLOCKING AS RE6­2UIRED METAL FLASH'ING— 3411 GELLULAR PVG TRIM BOARD - - - - -�\ 3/411 PRESSURE TREATED PL T ND- SLOPE TOP OF 2x�5 BLOGKIN6 314" DER FOOT METAL FLASHING 211 GELLULAR PVG DOVE MOLD 11211 THICK BUILT -UP STUCCO VENEER - 314" VERTICAL FURRING 5TRIP5 16" O.G. J 6RG MEDALLION DETAIL - -� I 311 BUILT -UP 5TUGG0 VENEER - STEEL ASSEMBLY ATTAGHED i TO BEAM TO SUPPORT STEEL � STUD WALL FRAMING (SEE STRUCTURAL DRAWIN615) I x I 12" ICOR -A -VENT' (5 -400) STRIP VENT BRIGK SOLDIER COURSE GALV. STEEL LINTEL. 311 BUILT -!JP STUGGO VENEER 5 /B11 EXTERIOR 5HEA THING 3/411 VERTItSAL FURRING STRIPS @ 1611 G.G. I12 ° BUILT -UP STUGGO VENEER 6" I6 GA. METAL STUD WITH 6" BATT INSULATION Y , 4 ORNAMENTAL BALGCNI' RAIL PAINTED, GAI v 5TEEL 6RA -iNC `PPE Ig1W4, 2 x 2 1 /211 x 2 112 11 STEEL PRE MET ANGLE FRAME PREF N. BUILT -UF VENEER %11 GELLUL. SHEET - B( SHEET TO ABOVE RC 5'811 EXTEF SHEATHING 6 " 16 CA. I @ 1611 O.G. STEEL BEf 5TRUCTUR, 3 T T ETA I! AII.I S 5-- ATFIVG- OF SFE,A NS T_- �E PRE> =1N. METAL GOPING � 3 DEC< =LAS_ I N6 3/411 PRESSURE �- Ate- GONG R�OF AVER O\ AD_US ABLE =� =5 -ALB J CONTINUOUS Ix WD. "CD FI -D B �J"EN R00= NG Ii , RI6 D N5,_. BLOCKING AND m m PLYWD. SHIM - 2 LIMESTONE GAP METAL WALL GAP FLA5HIN6 112 "' GEL-LULAR PVG DENTAL_ BLOCKING 3/411 GELLULAR PVC, TRIM BOARD 2x WOOD BLOCKING AS RE6­2UIRED METAL FLASH'ING— 3411 GELLULAR PVG TRIM BOARD - - - - -�\ 3/411 PRESSURE TREATED PL T ND- SLOPE TOP OF 2x�5 BLOGKIN6 314" DER FOOT METAL FLASHING 211 GELLULAR PVG DOVE MOLD 11211 THICK BUILT -UP STUCCO VENEER - 314" VERTICAL FURRING 5TRIP5 16" O.G. J 6RG MEDALLION DETAIL - -� I 311 BUILT -UP 5TUGG0 VENEER - STEEL ASSEMBLY ATTAGHED i TO BEAM TO SUPPORT STEEL � STUD WALL FRAMING (SEE STRUCTURAL DRAWIN615) I x I 12" ICOR -A -VENT' (5 -400) STRIP VENT BRIGK SOLDIER COURSE GALV. STEEL LINTEL. 311 BUILT -!JP STUGGO VENEER 5 /B11 EXTERIOR 5HEA THING 3/411 VERTItSAL FURRING STRIPS @ 1611 G.G. I12 ° BUILT -UP STUGGO VENEER 6" I6 GA. METAL STUD WITH 6" BATT INSULATION Y , 4 ORNAMENTAL BALGCNI' RAIL PAINTED, GAI v 5TEEL 6RA -iNC `PPE Ig1W4, 2 x 2 1 /211 x 2 112 11 STEEL PRE MET ANGLE FRAME PREF N. BUILT -UF VENEER %11 GELLUL. SHEET - B( SHEET TO ABOVE RC 5'811 EXTEF SHEATHING 6 " 16 CA. I @ 1611 O.G. STEEL BEf 5TRUCTUR, 3 T T ETA I! AII.I S SCALE: 1121` = 11 -011 PRE> =1N. METAL GOPING � 3 3/411 PRESSURE TREATED PLYWD GAP CONTINUOUS Ix WD. BLOCKING AND m m PLYWD. SHIM - 2 2x WOOD BLOCKING L LIME5TOP AS REQUIRED SEPARATE FIBERGLAS5 GAP -- __ " — 1 1 ,; / " G GONGREI �- 3 BUILT -IN 3 S SHEATHING I , 611 i6 GA. METAL STUD ,- 6 O.G. C CONTINUO BLOGKIN GORMGE SUPPORT 4 411 16 GA. METAL STUD P PLYWD. c FRAMING- 3/4" PLY. 3�4" CELLULAR PVC, S SHEATHIT, FIBERGLASS 3 SHEET - BC T TOM OF SHEET TO BE HELD 8" GR- 102 A ABOVE ROOF DEGK C CORN CE FRAMING GONT. I'.x WD, BLOCKING FOR ATTACHMENT OF GORMGE � FLASHING E EDON GF j G GoRN1GE SEALANT - P PRECAST PAVERS j B BRIGK VENEER -- __ G GONTINUOU5 TREATED 3 / W WOOD 2x4 NAILERS GONT. Ix BRIGK TIES @ 16" O.G i i A ATT/ACHN MODIFIED BITUMEN \ �� R ROOFING OVER EXT. I LIMESTONE BAND - \ 5HEATH N6 OVER SEALANT ALJNINU' -1 SWING �RE'1( H DOORS `- RA N RAI L G L5 ANGI BORED THRU TO I II - 1 ST-I_ CHANNEL_ IN nA TYP GAL I I 1 � GCM'051TE CON, ,FETE 5LAB METAL DEGK I (SEE STRUCTURAL ORA/y N65) GONT. 2x TR =ATED 31z- PRESSURE T =� _R FATED PLYWD i J 311b" x 411 PAINTED 3 /1" 5TEEL STUDS i STEEL MOUNTING PLATE ANCHORED TO STRUG_URE /V /211 BOLTS N ; r II 1 311 BUILT -UP STUCCO - VENEER OVER 51z-" FURRING- 4 TTTT I L_ All.l SCALE: 11211 = 11 -011 TREA -I -D LYWD GAP 2x BLOGKIN6 5 TT-TA All.l SGALE: 112'1 - I' -011 TTTA I L SGALE: 1121 = I' -011 ARGHITEGT / PROJECT MANAGEMENT 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL � S T ERFO -% 00033126 STATE OF ■ 7 ?tloo __ �FTCI T COPYRIGHT 8 OWNERSHIP OP DOGUMENT5 THI5 DOCJEENT 15 AN INSTRUMENT OF 5ERVIce AND 15 -HE BOLE PHL -ERr OF THE ARGHITEGT AND PEDGOR DE5I6N GROUP ALL INFORMATION CONTAINED HEREIN I5 CONFIDENTIAL. ITS 5UBNI5S.0'v AND D15TRIEUTION TO OTHER PARTIES 15 NOT TO BE GONSTR)EO A5 PUBLIGATIO. IN DER06ATION OF COMMON LAW GOPYRI6HT, INTELLECTUAL PRO °FRT" RIGHT5 OR OTHER RE5ERVE0 RIGHTS. ALL INFORMATION CONTAINED HEREIN GON5TITUTE5 THE ORIGINAL AND UNPUIN -19 D NYJRK OF THE ARGHITEG-, JAIE5 R. 5TUTZMAN. AND °EP_OR DESIGN GROUP. NO PART OR HHOLE OF THIS DESIGN, ?HE5E DRAAIN65 OR T'-IE RE51L HNY BUILD IN6 OR BUILDITY{v, OR PORTIONS OF THE RESULTING BVILON6 BUILDINGS MAY BE DUPLICATED, COPIED, E %HIBITED, °NOTO6RAPHED, °✓S_IilED, MODIFIED OR OTHERH15E D15- R'BUTED IN ANY HAY HI -HOOT THE 5PEG FIG AND PRIOR WtTTEN CONSENT OF THE ARGHITEGT, JAPES R. STJTYMAN. AN-' PEDGOR DE516N PEDGOR. © COPYRIGHT 2005 JAME5 R. 5TUTZMAN, AIA, INDIANAPOLIS DATE 6.0 -,2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLO` REFERENCE NO. NONE DRAWIN6 SGALE 5EE DRAWING REVISIONS MARK DATE DESCRIPTION 01 1 -05 CITY OF CARMEL PERMIT 5ET 1 O6 -Il -OS GONSTRLGTI04 5ET PROJECT TITLE N M O CO lqt cl) OJ =w c/) 2 z cr 3: < ov U) < LJL � �z w Q o �o �Z J °- O a _ W w W 2 H Q UI U SHEET TITLE DET I L5 SHEET NUMBER PROJECT TITLE N M O CO lqt cl) OJ =w c/) 2 z cr 3: < ov U) < LJL � �z w Q o �o �Z J °- O a _ W w W 2 H Q UI U SHEET TITLE DET I L5 SHEET NUMBER PREFIN -r-± OVER 30# 3/4'' TREA, FL_ASH�NG C 3 /all �LY;wL S--EATH TUG- CORMGE 5J ' OR' FRAMING EDON- FIBERS CORNIG GOVT. I: ATTAC+ 5EALAr DECOR. 2-0 31411 GE SOFFIT 3/4" CE TRIM 3c�T�"� _IMESTONE BRICK V=NE 2x6 5 - =E_`. BATT V--U-1 Tf--RU WA_- AEEP -IO- E-1 2x VF,OOD B STE= SEA' STRUC TUR:A. CONCRETE 6 =R r S:A OVER TR A _EDGER 3L 2x �00D B THRU VrA-L 2' STJGGO 5HE,ATI- N5 T -T T L TTTAiL zl BUILT -UP 5T!J000 VENEER I x 1 1/211 IGOR -A -VENT 5400 STRIP VENT PRE=INISHED ROOF NG METAL OVER 30# FELT III 2x4 TREATED FLOOD EDGE NAILER. CONT. PERIMETER 516NAOE BY OTHERS THERMOFOzMED GELLULA.R P VG 3/4' PVG TRIM TREATED 2x BLOGK'Nv - 51411 PV0 TRIM TREATED 2x BLOCKIN6 — 314" PVG TRIM 1 1/211 TAPERED L INSULATION�� PLYWOOD DECKING- 2x8 TREATED WOOD BLOCKING @ C6JTTER AROUND PERIMETER SEE STRUCTURAL_ DRAWINGS FOR % STEEL DETAILS --/ 2x4 WOOD STUDS 1611 O.G. I " PLASTER SOFFIT OVER 5 /B11 EXTERIOR SHEATH NC7-------i PLASTER CASING BEAD TTTT T SCALE: 11211 = 11 -011 — ODIFIED. BIT. ROOFING /8" EXT 5HFATHINS RIGID SHEATHING- LA51r11NG T5 E -N L 5GALE: I1211 = 11 -011 ONTINUOUS TREATED IOOD 2x4 NAILERS PREFIMSHED ALUMINIUM UTTER AITH PREFINI5HED LUK M JM VALENGE x SUB -FA501 A /411 CELLULAR PVC ASCIA EE STRUCTURAL >RAWIN65 FOR STEEL >ETAI L 5 x BLOCKING WN T ED CELLULAR 'VC M''L_AORK >EADBOARD ,EE 5TRUGTURAL )RAWING5 FOR 5TEEL DETAILS PREFIN. ti 3/4" PLYI' 5HEATHINI CORNICE #CR -103' GORNIGE FFAM I NS GONT. Ix ATTAGW SEALANT 4" CON- F BLOCK LINE OF c PLASTER BRICK TI o G. 5/B EXT. 30# FE -- L AIR 5 BRICK V TT TAIL 5GALE: I1 -011 811 TTTIT 5GALE: I1211 - II -OIL ORNAMENTAL STEEL 3ALGON-,' RAILING SLOPED GONGRETE 11TH WEATHER PROOF SEALER DA.INTED STEEL BEAM '5EE 5TRUGTJRA_ :)RAAI N55) sAVAN1ZED S -EE- 3EAM (SEE STRUGTURA_ CRAW I NG5) 2x4 WOOD BLOCK N6 �AINTED GE-LULAR F--'VC �f I LLAORK 5EAD30A.RD �,A-VAN ZED 5-EE- BRACE .'SEE 5TRJGT RA -i IIx 5'1 x -" STEEL °LATE x6 CELLULAR °VC TRIN/ x6 CELLULAR °VC TRIM GUT TO F T =INIAL - HREADED ROD TO zECIVE E'INIA' Z'AINTED GALVANIZED b" HO - -OW STEEL ORW -lEN T AL N AL ARGHITEGT / PROJECT MANAGEMENT 335 Rldgepaint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) 5EAL � STERF© -9Z Is- 00033126 STATE OF /,��� li /i }fHf�p�illl11t111Ai11���A 516NA'URE d DATE COPYRIGHT S OWNER5HIP OF DOGUMENT5 THI5 DOGMEI.R IS AN INSTRllNENr Ox SERVILE AND IS ?HE SOLE PROPERTY OE THE ARGHITEGT AND PEDCOR DE51&N 6ROF ALL INFORMATION CONTAINED HEREIN 15 CONFIDENTIAL. ITS 5U5M15510N AVD D15TRIBUTION TO OTHER PARTIES 15 NOT TO BE GONSTELED A5 PUBLICATION IN PER06ATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RI,HT5 OR OTHER RESERVED R FT5. ALL INFORMATION CONTAINED HEREIN CON5TITUTE5 THE ORIGINAL AND ISF O UNPUBLED WRK OF THE ARGHITEGT, JAMES R. 5TUTZMAN, AND PEDC. R OE51r GROUP. NO PART OR WHOLE OF THI5 DE51GN, -HE5E DRAWINGS OR THE RE5UL -1^G BUILDING OR BUILDINCfi, OR PORTION5 OF THE RE5ULTING DUILD'.NG OR BUI LDINI MAY BE DUPLIGATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLIStiEG MODIFIED OR OTHERN15E D15TRI13UTED IN ANY WAY WITHOUT THE SPELL FIL AND PRIOR WRITTEN GON5ENT OE THE ARGHITEG -, JAI+E5 R. 5TUTZMAN, AND FIE DESIGN PEDCOR. © COPYRI6H7 2005 JAME5 R. STU'ZMAN, AIA, IW IANAPOL'5 DATE 6.0-1.2005 PROJEGT NO. 00000 GAD REFERENCE NO AUT06AD 2005 PLO- REFERENCE NO NONE DRAWING 5GALE SEE DRANINC REVi51ON5 MARK DATE I O& -OT -OS DESCRIPTION _ LIT' OF CARMEL PERM'T SET 06 -IT -OS 1 GON5TRUCTION 5ET i PROJECT TITLE N M O CO U) 0. OJ =w U) z� ov U. � �Z w o �o �z 0 a � J W w W 5 H Q In U SHEET TITLE DETAILS SHEET NUMBER I W I ' 10? —� %z+ I I i 1� I -- I F r- - - -- - -- 1 1 r - T- T- T� V I I I I V V I I I III ------- �-L= = = =J _ \ I MECHANICAL GENERAL NOTES A. Supply air, return air, and outdoor air ductwork shall be insulated with 1Y2" ductwrap. B. Heat pumps and air cooled condensing units shall sit on pre -fab equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. D. All ductwork shall be provided by tenant. I I I MECHANICAL PLAN NOTES 01 Refrigerant lines to and from air cooled heat hump and condensing unit on roof. i � l PLAN Piping curb similar to Thy Curb Model TCC -5. I HY - G I W I ' 10? —� %z+ I I i 1� I -- I F r- - - -- - -- 1 1 r - T- T- T� V I I I I V V I I I III ------- �-L= = = =J _ \ I MECHANICAL GENERAL NOTES A. Supply air, return air, and outdoor air ductwork shall be insulated with 1Y2" ductwrap. B. Heat pumps and air cooled condensing units shall sit on pre -fab equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. 6 Z cc W Z_ a W Z U) Z O U W J Ir W O 0 y ARCHITECT / PRo.FLT MANMEhENT m c m E C0K > L J 1 0 W11 ROVE 335 Ridgepoint Drive Carmel, Indiana 46032 - 317.705.7979 (phone) 317.705.7980 (fax) U N SEAL W OBERt /F��' m = -5 U = No. 13968 1 STATE c OF Cd 516NATURE t DATE 00.13.05 COPYRIGHT E OYHR5HIP of Docol m Ttl DOGtIIf IS AN �b1RMff 5 Dl96N 99NK! A}D b M 01 9E FROPIR" OP 71E ARGi1BGT MD Ptn^.OR lem-N s�rsr�tvf� �tf'r�wwf 1l�RN b l�l�IIML. TJ 9QC910p A}D AIO P1 xopt �00P7RISIif ]006 .WOES R. OnMW 1, A[& NX4W GLIS DATE 6.132005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOCAD 2006 PLOT ROERENGE NO. NONE DRAMN6 SCALE 5M DRANAN6 FZ-4QvI ,I rt: PROJECT TITLE NM 0 = LU ca 2 Z OC 3:a 0 L6 U) 4 0 0 00 4 � � az O �J W �a HV SHEET nTLE LEVEL ONE HVAG PLAN SHAT N klem M2a D. All ductwork shall be provided by tenant. E. All fan coil locations shall be determined by tenant. MECHANICAL PLAN NOTES 01 Refrigerant lines to and from air cooled heat hump and condensing unit on roof. LEVEL ONE PLAN Piping curb similar to Thy Curb Model TCC -5. I HY - G Provide the number of curbs reuired to handle M2.1 refrigerant lines, controls and power wiring from - SGAL�: I /8" - I' -O" each heat pump. By Mechanical Contractor. O3 24 "x36" louver by General Contractor, refer to architectural sheet A6.1 to coordinate location. O24 "x36" automatic damper connected between exterior louver and elevator shaft. Auto damper shall be controlled by Fire Dept. Damper by Mechanical Contractor. 6 Z cc W Z_ a W Z U) Z O U W J Ir W O 0 y ARCHITECT / PRo.FLT MANMEhENT m c m E C0K > L J 1 0 W11 ROVE 335 Ridgepoint Drive Carmel, Indiana 46032 - 317.705.7979 (phone) 317.705.7980 (fax) U N SEAL W OBERt /F��' m = -5 U = No. 13968 1 STATE c OF Cd 516NATURE t DATE 00.13.05 COPYRIGHT E OYHR5HIP of Docol m Ttl DOGtIIf IS AN �b1RMff 5 Dl96N 99NK! A}D b M 01 9E FROPIR" OP 71E ARGi1BGT MD Ptn^.OR lem-N s�rsr�tvf� �tf'r�wwf 1l�RN b l�l�IIML. TJ 9QC910p A}D AIO P1 xopt �00P7RISIif ]006 .WOES R. OnMW 1, A[& NX4W GLIS DATE 6.132005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOCAD 2006 PLOT ROERENGE NO. NONE DRAMN6 SCALE 5M DRANAN6 FZ-4QvI ,I rt: PROJECT TITLE NM 0 = LU ca 2 Z OC 3:a 0 L6 U) 4 0 0 00 4 � � az O �J W �a HV SHEET nTLE LEVEL ONE HVAG PLAN SHAT N klem M2a i i I� �L r r� \\ U UNIT E 213 O " FC -1 I I I FC -4 -� 1800 III FC -2 600 T FC -2 BALGONY 214 I, LEVEL TWO L2 HVAG PLAN 2./ 5GALE: 1/8" = 1' -0" i 4 U MECHANICAL GENERAL NOTES A. Supply air, return air, and outdoor air ductwork shall be insulated with 1Y2" ductwrap. B. Heat pumps and air cooled condensing units shall sit on pre —fob equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. D. All ductwork shall be provided by tenant. E. All fan coil locations shall be determined by tenant. MECHANICAL PLAN NOTES U1 Refrigerant lines to and from air cooled heat hump and condensing unit on roof. OPiping curb similar to Thy Curb Model TCC -5. Provide the number of curbs reuired to handle refrigerant lines, controls and power wiring from each heat pump. By Mechanical Contractor. O3 24 "x36" louver by General Contractor, refer to architectural sheet A6.1 to coordinate location. 40 24 "x36" automatic damper connected between exterior louver and elevator shaft. Auto damper shall be controlled by Fire Dept. Damper by Mechanical Contractor. V � � Z. _ Cl) U Lu W Z. Z W�rr�� V U ffs Z_: ca i Z ONf r, (n`;— W W � �ry6 W co O� ro Z = i U O 2 ARC441TE-CT / PROJECT MANA6ENCNT c 0 K E�1 N KOW 335 Ridgepoint Drive Carmel, Indiana 46032 317.705_7979 (phone) 317.705.7980 (fax) SEAL 1STE••, No. 13968 0_ LLJ O STATE OF ,• 130�_Vv �4 516NATURE t DATE 00.1-3.05 GOPM6W E OWNERSHIP OF DOGUhENP5 "IS 00( 244 0 MI WTV MIf OF 99NKE AiD b M 9011 PR01'�[IT OF 1W AWA"rT NO MXM OHIBN 6R0 some" MID �iRlUII011 T ORS tim W W b RMLVATM RMM9 OROR OA6t 104M mIII'9. NUILO1 PROFwIY N1�ANTION GOIt�AAm IE�M GONSTiillllS M ORIG�NL NC .rnr rs ns �OfJfll�GT. _NF6 R 31111aW1 ND PmGOR a-r&6Nf 2"6 9 L*W R 9RAV4W Ati NO-- J5 DATE 6.132005 PROJECT NO. 00000 GAD REFERHICE NO. AUTOGAD 2006 PLOT REFEFZWE NO. NONE DRANUNG 50ALE se DRAWING REV61ONS PROJECT TITLE NM (A am 0 J = LU ca 2 Z WM 3:a 0 0)4 LLE 0 0 00 � az O FJ W Lij 2 W. 19 HQ HV LEVEL rwo HVAG PLAN X202 LL �- \ \I i i MECHANICAL GENERAL NOTES A. Supply air, return air, and outdoor air ductwork shall be insulated with 1Y2" ductwrap. B. Heat pumps and air cooled condensing units shall sit on pre —fob equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. �y - 335 Ridgepoint Drive D. All ductwork shall be provided by tenant. - 317_705_7979 (phone) E. All fan coil locations shall be determined by tenant. a) SEAL w MECHANICAL PLAN NOTES BER41��,, s O1 Refrigerant lines to and from air cooled heat [d hump and condensing unit on roof. LEVELTHREE STATE ;• OF � INDI \ / ImoV AG I PLAN O Piping curb similar to Thy Curb Model TCC -5. I � I Provide the number of curbs reuired to handle M23 refrigerant lines, controls and power wiring from SGALI = : I /8" - I' -O" - each heat pump. By Mechanical Contractor. O3 24 "x36" louver by General Contractor, refer to architectural sheet A6.1 to coordinate location. O4 24 "x36" automatic damper connected between exterior louver and elevator shaft. Auto damper shall be controlled by Fire Dept. Damper by Mechanical Contractor. �y - 335 Ridgepoint Drive Carmel, Indiana 46032 - 317_705_7979 (phone) 317.705.7980 (fax) a) SEAL w BER41��,, s ��� ISTE�••, '�i [d 13968 _ c STATE ;• OF � INDI 516MM RE t DATE 00.13.05 CoPYR16NT a OMP0t9NIP OF DOCJJMW s iwc�nee° µ� o r °oa er+a n ee 9= PROROW or � et mm � is elm ownAL rM SUBM "MO �GOPAmalf ]7Gi _WtS R 57U94W M/. SOW FOUS DATE 6.132005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOCAD 2006 PLOT REFERENCE NO. NONE DRAM & 50ALE SEE DRAWING PROJECT TITLE �M !0!A 0 am 0 j = L U U) Z OG �a 00 Pm LAm HZ O p0 � az O 1_.j LU W Lu I- Q M t� SHEET TITLE LEVEL THREE HVAG PLAN 5HEE r Na-BER 1\/ 11 20E3 I I� I I I I I I I I I I I I 2 I (Typical) I I I I I Cal) IIYNik -ui) 1 I I I I I I I i I I I i HP— i i I I i I I I I i MECHANICAL GENERAL NOTES I I Supply air, return air, and outdoor air ductwork shall be I u - -� I I II I FC pre —fob equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. D. All ductwork shall be provided by tenant. E. I STAIR 4 MECHANICAL PLAN NOTES O1 Refrigerant lines to and from air cooled heat LL I�-- - +- - - - �\ / /� PLAN I I � I Y AG PLI —�I`t O Piping curb similar to Thy Curb Model TCC -5. Provide the number of curbs reuired to handle � refrigerant lines, controls and power wiring from Z.4 5GALE: 1/8" = V -O" each heat pump. By Mechanical Contractor. HP -4 24 "x36" louver by General Contractor, refer to architectural sheet A6.1 to coordinate location. O4 24 "x36" automatic damper connected between exterior louver and elevator shaft. Auto damper HP -4 shall be controlled by Fire Dept. Damper by Mechanical Contractor. I HP -4 I I I I I I I I I I I I 2 I (Typical) I I I I I Cal) IIYNik -ui) 1 I I I I I I I i I I I i HP— i i I I i I I I I i MECHANICAL GENERAL NOTES ZC0 f� (n ul W Z. w Z U _. D f, Z ` O V � _ w W J' W ` m ,r 0 V al O Zr _ � v 0 r. s 'r y ARCHITECT / PRO.EGT MANA6EHENT FE "' c 0 K DEJ1 N QKOW 335 R1dgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL -D No. 13968 i cc== 70 ' STATE O �. OF 516NAT11RE t DATE 00.13.05 G4PYRI6HT E oYdER,HIP of DOW EW5 as � t mx a 90W FROFEW 0. m7x � n m ITS'a! IWM MV DATE 6.152005 PRO.EGT NO. 00000 GAD R013REJGE NO. MTOGAD 2006 PLOT REFFENGE NO. NOW ORAYM% SCALE 5M DRANN6 PRO.EGT TITLE N V 0 = LU Ch Z OG �a o� LLI fy/) Z 0 O DD paZ O FJ W Lu 2 ce 19 5HEFT -717 HQ N� t� LEVEL FOUR HVAG PLAN �20Z- A. Supply air, return air, and outdoor air ductwork shall be insulated with 1Y2" ductwrop. B. Heat pumps and air cooled condensing units shall sit on pre —fob equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. D. All ductwork shall be provided by tenant. E. All fan coil locations shall be determined by tenant. MECHANICAL PLAN NOTES O1 Refrigerant lines to and from air cooled heat hump and condensing unit on roof. LEVEL FOUR �\ / /� PLAN I I � I Y AG PLI —�I`t O Piping curb similar to Thy Curb Model TCC -5. Provide the number of curbs reuired to handle � refrigerant lines, controls and power wiring from Z.4 5GALE: 1/8" = V -O" each heat pump. By Mechanical Contractor. O3 24 "x36" louver by General Contractor, refer to architectural sheet A6.1 to coordinate location. O4 24 "x36" automatic damper connected between exterior louver and elevator shaft. Auto damper shall be controlled by Fire Dept. Damper by Mechanical Contractor. ZC0 f� (n ul W Z. w Z U _. D f, Z ` O V � _ w W J' W ` m ,r 0 V al O Zr _ � v 0 r. s 'r y ARCHITECT / PRO.EGT MANA6EHENT FE "' c 0 K DEJ1 N QKOW 335 R1dgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL -D No. 13968 i cc== 70 ' STATE O �. OF 516NAT11RE t DATE 00.13.05 G4PYRI6HT E oYdER,HIP of DOW EW5 as � t mx a 90W FROFEW 0. m7x � n m ITS'a! IWM MV DATE 6.152005 PRO.EGT NO. 00000 GAD R013REJGE NO. MTOGAD 2006 PLOT REFFENGE NO. NOW ORAYM% SCALE 5M DRANN6 PRO.EGT TITLE N V 0 = LU Ch Z OG �a o� LLI fy/) Z 0 O DD paZ O FJ W Lu 2 ce 19 5HEFT -717 HQ N� t� LEVEL FOUR HVAG PLAN �20Z- �1 A) (brick S I NORTHWEST COR4 -1-1 SOUTHWEST I &, SEC.30T18N -FEE STEEL PIN F�. I { _ 1 � (k o I/ Q TR 832.60 C�J TR 832.60 0 00 c1 ct�Q ,c-1 unitary maT�o for = 83 v w = 82 .10 v e = 82 .22 ny se = 82 .66 I6" Locu I i asphalt = 836.04 s = 828-55 E4ST MAIN STREET & / �TH LINE, SW 1/4, SEC,30 --t18N R4E asphalt GRADING & DRAINAGE PLAN SCALE: 1 ° = 20' 0' 10' 20' 40' 1 Q I CCT NORTH SCALE: 1" = 20' -✓ � i X7- CE er GRADING &DRAINAGE PLAN T LEGEND O MEET EXISTING ELEVATION TO REMAIN. O VERIFY EXISTING GRADES THAT HAVE CHANGED DURING THE DEMOLITION & SITE PREPARATION OF THIS AREA. 1 10 L.F. PAVEMENT SUBDRAIN PER DETAIL 24/C106. 2 CONNECT DOWNSPOUT TO PLANTER DRAINAGE SYSTEM W /4" DIAMETER CORRUGATED PLASTIC PIPE ® 2.00% MIN SLOPE SEE DRAWING C703. O 6" PVC DOWNSPOUT DRAINS ® 2.00% MINIMUM SLOPE O4 STORMWATER DETENTION SYSTEM, SEE DRAWING C800 O CAP EXISTING STORM SEWERS & MARK TO GRADE GRADING /DRAINAGE NOTES 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRANEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 14. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND EXISTING INDEX CONTOUR 749 PROPOSED INTERMEDIATE CONTOUR 750 PROPOSED INDEX CONTOUR 1 PROPOSED SPOT ELEVATION I U 749.50 TOP AND BOTTOM OF CURB ELEVATION w MATCH EXISTING GRADE F.F.E. FINISH FLOOR ELEVATION INV. INVERT ELEVATION \ n, ° STORM SEWER INLET I z 1 DO I � J- storm anhole ° I for 31.42 inv n _ f18.47 w i nv s = E19.42 TR 832.60 C�J TR 832.60 0 00 c1 ct�Q ,c-1 unitary maT�o for = 83 v w = 82 .10 v e = 82 .22 ny se = 82 .66 I6" Locu I i asphalt = 836.04 s = 828-55 E4ST MAIN STREET & / �TH LINE, SW 1/4, SEC,30 --t18N R4E asphalt GRADING & DRAINAGE PLAN SCALE: 1 ° = 20' 0' 10' 20' 40' 1 Q I CCT NORTH SCALE: 1" = 20' -✓ � i X7- CE er GRADING &DRAINAGE PLAN T LEGEND O MEET EXISTING ELEVATION TO REMAIN. O VERIFY EXISTING GRADES THAT HAVE CHANGED DURING THE DEMOLITION & SITE PREPARATION OF THIS AREA. 1 10 L.F. PAVEMENT SUBDRAIN PER DETAIL 24/C106. 2 CONNECT DOWNSPOUT TO PLANTER DRAINAGE SYSTEM W /4" DIAMETER CORRUGATED PLASTIC PIPE ® 2.00% MIN SLOPE SEE DRAWING C703. O 6" PVC DOWNSPOUT DRAINS ® 2.00% MINIMUM SLOPE O4 STORMWATER DETENTION SYSTEM, SEE DRAWING C800 O CAP EXISTING STORM SEWERS & MARK TO GRADE GRADING /DRAINAGE NOTES 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRANEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 14. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND EXISTING INDEX CONTOUR 749 PROPOSED INTERMEDIATE CONTOUR 750 PROPOSED INDEX CONTOUR mm--14- 50.00 PROPOSED SPOT ELEVATION TC 750.00 POLE ON THE 749.50 TOP AND BOTTOM OF CURB ELEVATION =D-I+ E MATCH EXISTING GRADE F.F.E. FINISH FLOOR ELEVATION INV. INVERT ELEVATION ■ STORM SEWER INLET • STORM SEWER MANHOLE HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382-5544 CALL -OLL =REE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF Ni Owner: Engineers: CSO SCHENKEL SHULTZ 280 Pas[ 96av Skeet, S� 200, 1ndiav 1p , IN 46240 T 317.848.7900 F 317.5140911 www.ceom - In Association with: L'ACQUIS CONSULTING ENTERPRISES C INDIANAPOLIS, LLC 280 East 96th Street, Sults 280 Indlanoy0,p, Indiana 46240 (317) 706 -2075 ROOLPERT Project: OLD TOWN SHOPS OFCARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: GRADING & DRAINAGE PLAN Revisions: Issue Data Drawn By Checked By 05/20/05 KM DTM Certified By: M0R,9� OQ' AR 00880145 -< =19 OF Drawing Number: C300 Project Number: 25179 T.B.M. (BY OTHERS) - RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSEC FION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 (1929 NGVD) HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382-5544 CALL -OLL =REE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF Ni Owner: Engineers: CSO SCHENKEL SHULTZ 280 Pas[ 96av Skeet, S� 200, 1ndiav 1p , IN 46240 T 317.848.7900 F 317.5140911 www.ceom - In Association with: L'ACQUIS CONSULTING ENTERPRISES C INDIANAPOLIS, LLC 280 East 96th Street, Sults 280 Indlanoy0,p, Indiana 46240 (317) 706 -2075 ROOLPERT Project: OLD TOWN SHOPS OFCARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: GRADING & DRAINAGE PLAN Revisions: Issue Data Drawn By Checked By 05/20/05 KM DTM Certified By: M0R,9� OQ' AR 00880145 -< =19 OF Drawing Number: C300 Project Number: 25179 C)! G I \ \L I i I ' I \\ \\ \\ \ \ I I I I I �I I I I I I �r I I I (Typical) I 'L I I I I I I I I I II I I I I ROOF HUAG PLAN \\ I \\ MECHANICAL GENERAL NOTES A. Supply air, return air, and outdoor air ductwork shall be insulated with 1Y2" ductwrop. B. Heat pumps and air cooled condensing units shall sit on pre —fob equipment curbs provided by M.C. C. M.C. shall install heat pumps and air cooled conditioning units taking into consideration manufacturer recommendations for proper maintenance clearance and air delivery. D. All ductwork shall be provided by tenant. E. All fan coil locations shall be determined by tenant. MECHANICAL PLAN NOTES 01 Refrigerant lines to and from air cooled heat hump and condensing unit on roof. O Piping curb similar to Thy Curb Model TCC -5. Provide the number of curbs reuired to handle refrigerant lines, controls and power wiring from each heat pump. By Mechanical Contractor. (D 24 "x36" louver by General Contractor, refer to architectural sheet A6.1 to coordinate location. 40 24 "x36" automatic damper connected between exterior louver and elevator shaft. Auto damper shall be controlled by Fire Dept. Damper by Mechanical Contractor. Z i° C/) sry- LLJ W Z. cu W �fr C� Z f , J f — U) U Z� U °' cn 'j- w W_`° J \ ' ry W \ m U O G 2 r U O I � no ARCHITECT / PRO.EGT SIT Vuh, � U OR EJ1 N QKOV 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL `` OB ER4 /F'% ,, No. 13968 __ Q STATE �w OF 5164ATURE i DATE 00.13.015 COPYR16HT E olN4ERMP OF DoGUN_Nm M DOGWW a M WTRICR Cr Wma No a"gaz FROpD OF TE AR CWT No FEDCAR OLLBN WaP. N1 IM MATH CORf/MW M� a GOWf VWW- ITS 9114PJ1M AND DWI=" ON TO On= FA MM a NOT TO W Q"Mw M Fla "TON M DeaDeATON Q COM10T1 uW t.OPTRl61Ff, MMLaUnML PROFew &L CR ORei RESERVED RMNIS. ALL IL OiRMM COr TW A 1l7�N CO1611TDIF� TI! 4W AML AND RAa1.16RO 1'IOIaC Q fl! AROFfTCT,.YM6 R SMaYNI, NO PCaGOR DE516116ROIP. W PART OR YMOLE OF TM DEMK MW MA M66 OR TM fMLTM6 mum OR =V Nf4 OR POR1M OF TI! MILTN6 MLOW OR MAN W01 IN LM"A= M WAY Y'fll 'glf T! SPEGPIC�� N�D(,pMIROR IMTTI01 COIlSR OF TE MiCNiIGT,.YM6 R 3NTpMµ MO ® GRI �- 8 R 91OTII"W� Nh MDINMPoIJS DATE 6.13.2005 GAD REFERENCE NO. AUTOCAD 2006 PLOT REFERENCE NO. NONE DRAMNS SCALE SEE DRANUN6 PROJECT TITLE NMM M C W 44 0 = UJ Z OC �a 00 I= Um U) z in 0 00 � az o �j WW LU 2 � a N� t� SHEET nnF ROOF HVAG PLAN EI UNIT CARRIER NUMBER MODEL FX4B FC -1 030 FC -2 018 FC -3 036 FC -4 060 FC -5 1 030 CFM COOLING (BTUH) 30000 18000 36000 F•• WZ'0III.1 WU Vex 0.50 0.50 0.50 BLOWER MOTOR HP 1/3 1/4 1/3 3/4 1/3 FC -6 042 1 1300 1 42000 0.50 1/2 NOTES: 1. SINGLE POINT WIRING KIT BY UNIT MFR. 2. DISCONNECT KIT BY UINIT MFR. 3. ELECTRIC HEAT INTERNAL CIRCUIT PROTECTION. 4. PROVIDE 1" TRAPPED CONDENSATE TO PIPE TO FLOOR DRAIN FAN COIL W/ ELECTRIC HEAT SCHEDULE (REFERENCE ONLY TO BE INSTALLED UNDER TENANT IMPROVEMENTS) ELECTRIC WALL HEATER SCHEDULE PHASE AIR COOLED ELECTRIC COIL VOLT /PHASE STAGES HEATING CAP ®230 V. BTUH SINGLE POINT CONNECTION DISCONNECT BY STARTER BY REMARKS: MOTOR VOLTAGE/ PHASE COOLING DX COIL AREA (SQ MIN ROWS FINS PER IN. ELECTRIC HEATER KFCEH KW 0501N05 5.0 1 0 1 15700 YES MFR MFR 1 -8 208/230 10 SLOPE 2.97 3/14.5 UNIT CONDENSING FAN DATA 1 15700 YES MFR MFR 1 -8 208/230 1� SLOPE 2.23 3/14.5 0501N05 5.00 0501 NO3 3.0 230 0 1 9400 YES MFR MFR 1 -8 208/230 10 SLOPE 3.46 3/14.5 2. MIN 3 SPEED BLOWER. 230 0 1 15700 YES MFR MFR 1 -8 208/230 10 A 7.42 3/14.5 0501N05 5.0 PHASE 130 1 9400 YES MFR MFR 1 -8 208/230 10 SLOPE 2.97 3/14.5 0501 NO5 0501 N05 5.0 5.0 �0 1 15700 YES MFR MFR 1 -8 208/230 10 A 4.45 3/14.5 5. ELECTRIC HEATING COIL FACTORY INSTALLED 6. 3 SPEED BLOWER 7. 1 " THROW AWAY FILTER 8. THERMAL EXPANSION VALVE. DUCTLESS SPLIT AIR CONDITIONER ELECTRIC WALL HEATER SCHEDULE PHASE AIR COOLED HEAT PUMP SCHEDULE ELECTRICAL DATA DISCONNECT SINGLE ELECTRICAL CONNECTION NO. MARK MFR. MODEL # LOCATION (REFERENCE ONLY TO BE INSTALLED UNDER TENANT IMPROVEMENTS) NOM. REMARKS CIRCULATION BY BY SINGLE COMPRESSOR DATA UNIT CONDENSING FAN DATA ELECTRICAL CONNECTION PINTS /HR CFM CFM UNIT CARRIER COOLING A /C -1 09KS51 9000 115 10 8.8 # OF PHASE WATTS 240 REMARKS MARK SERVES MODEL CAPACITY 1. LOW AMBIENT CONTROL. 4. %4" CONDENSATE TO SELF CONTAINED CONDENSATE PUMP, BY UNIT MANUFACTURER. 2. MIN 3 SPEED BLOWER. 5. ROOM MOUNTED THERMOSTAT. 3. WASHABLE FILTER. STAGES SINGLE POINT DISCONNECT STARTER CONNECTION 38BYC (tons) MCA VOLTS PHASE CYCLES LRA /RLA HP VOLTS PHASE CYCLES CONNECTION SWITCH YES BY MFR. HP -1 FC -1 030 2.5 22.0 208/230 10 60 2.5/16.7 1/5 208/230 1 BY UNIT MFR. 1 60 YES MFR MFR 1 -10 HP -2 FC -2 018 1.5 13.8 208/230 10 60 5.0/10.6 1/12 208/230 1 1 60 YES MFR MFR 1 -10 HP -3 FC -3 036 3.0 23.4 208/230 10 60 8.0/17.8 1/5 208/230 1 1 60 YES MFR MFR 1 -10 HP -4 FC -4 060 5.0 41.5 208/230 10 60 148/32.1 1/5 208/230 1 1 60 YES MFR MFR 1 -10 HP -5 FC -5 024 2.0 15.5 208/230 10 60 54/12.0 1/5 208/230 1 1 60 YES MFR MFR 1 -10 HP -6 FC -6 042 3.5 30.1 208/230 10 60 104/23.2 F-1 /5 208/230 1 1 60 YES MFR MFR 1 -10 NOTES: 1. Provided 4 "x4" treated lumber. 5. Condenser coil guard. 9. Standard 5 year limited warranty. 2. Low ambient control to 97. 6. Unit must be set level. 10. External service valve. 3. Time Delay. 7. Provide head pressure controls. 4. Anti -Short cycle protector. 8. Refrigerant lin sizes as per manufacturer instructions. DUCTLESS SPLIT AIR CONDITIONER ELECTRIC WALL HEATER SCHEDULE PHASE AMPS COOLING COOLING MOISTURE ELECTRICAL DATA DISCONNECT SINGLE ELECTRICAL CONNECTION NO. MARK MFR. MODEL # LOCATION TYPE OF WATTS NOM. REMARKS CIRCULATION BY BY SINGLE BTU /HR UNIT PINTS /HR CFM CFM POINT DISCONNECT STARTER A /C -1 09KS51 9000 115 10 8.8 VOLTS PHASE WATTS 240 BY MFR BY E.C. SWITCH CONTACTOR NOTES: 1. LOW AMBIENT CONTROL. 4. %4" CONDENSATE TO SELF CONTAINED CONDENSATE PUMP, BY UNIT MANUFACTURER. 2. MIN 3 SPEED BLOWER. 5. ROOM MOUNTED THERMOSTAT. 3. WASHABLE FILTER. 6. REFRIGERANT LINES SHALL BE SIZED BY UNIT SUPPLIER AND INSTALLED BY MECHANICAL CONTRACTOR. 7. UNIT MOUNTING HANGER BY UNIT MANUFACTURER. CONNECTION EWH -1 MARKEL E3323TTD -RP VEST WALL HEATER 120 1 1500 100 YES BY MFR. BY MFR. 1,2 NOTES: 1. STANDARD RECESSED TRIM KIT BY UNIT MFR. 2. TAMPER PROOF CONTROLS (THERMOSTAT AND DISCONNECT) BY UNIT MFR. DUCTLESS SPLIT AIR CONDITIONER UNIT SANYO COOLING VOLTS PHASE AMPS COOLING COOLING MOISTURE AIR STARTER DISCONNECT SINGLE NOTES NO. MODEL NO. CAPACITY WATTS SEER REMOVAL CIRCULATION BY BY POINT BTU /HR PINTS /HR CFM CONNECTION A /C -1 09KS51 9000 115 10 8.8 35 10.0 3.1 240 BY MFR BY E.C. YES 1 THRU 7 NOTES: 1. LOW AMBIENT CONTROL. 4. %4" CONDENSATE TO SELF CONTAINED CONDENSATE PUMP, BY UNIT MANUFACTURER. 2. MIN 3 SPEED BLOWER. 5. ROOM MOUNTED THERMOSTAT. 3. WASHABLE FILTER. 6. REFRIGERANT LINES SHALL BE SIZED BY UNIT SUPPLIER AND INSTALLED BY MECHANICAL CONTRACTOR. 7. UNIT MOUNTING HANGER BY UNIT MANUFACTURER. ARCHITECT / PROJECT MANP.6Eh1ETfr co c m c0K E J1 N U ROVE 335 Ridgepoint Drive ca Carmel, Indiana 46032 - 317.705.7979 (phone) 317.705.7980 (fax) U m SEAL W OB ERC /F - �Q��. • Fes' �TE� • 'S c' �� m = -� No. 13968: ir __ STATE • j c i O ••s OF . � i ONA � ;��G``` 516NAM RE t DATE 00.13.05 COPYRIGHT 4 0"o;t5FHP OF DOGUh1EM5 Y 1. i/l�@4A71d1 fQlfMm IAN 19 LQ�. I7S AQ'L7LIOM MD 6- 2065- - � sc snMW w& was DATE 6.132005 PROJECT NO. 00000 GAD REFEI;BdGE NO. AUTOCAD 2006 PLOT REFERENCE NO. NODE DRAWING SCALE SEE DRAWING REVINON5 PRO.KT TITLE N 0 U) 0 = Uj cc 2 Z OC �a 00 LL, HZ 0 O p� � az WW W 2 � a SHEET TITLE HVAG SGHEDULES %frr Nur>BER �6 a Stepped polyvinyl boot Stainless steel adjustable clamps steel with continuous welded corner seams PIPE GUR 3 DETAIL n(. P%LM: NVIVC 4° x 4" Treated wood pipe support. Condensing / Heat Pump Unit. Charge valves. - , 4-J—, I ",,- Roof equipment support curb. Double suction pipe Suction pipe. Sight glass / moisture indicator. I' Liquid pipe. Thermal expansion valve. Capillary tube. Refrigerant coil. `I ' ARGHITEGT / PROXGT MANA6EMENr Z � W W FIE C0 Z • t Z DEJ1 N Z • 11 O `I J - 335 Ridgepoint Drive co Carmel, Indiana 46032 Cl) 397.705.7979 (phone) Z 39 7.705.7980 (fax) Oh U V � LJ SEAL Cn LJ I �'1% pB E R4 J y 15TE cc UJ No. 13968 O % %0 STATE y�y 516NATL RE t DATE Expansion valve bulb. Suction pipe. COPYR16HT d OMERSHIP OF DOWIENT5 msnau WeµWnWWCrSvreCIOane9"neorac�r W-C PfRNIR 17aS 40MS R M"44K ALA� MMMP" DATE 6.132005 PROXCT NO. 00000 GAD REFERBJGE NO. A )TOGAD 2006 PLOT REFERENCE No. NONE DRANMN6 50ALE 5EE DRANUN6 Slope. Filter drier (replaceable core) with isolation valves. Trap all suction pipe risers. PROJWTTME N Notes: M 1. Refrigerant piping and specialties shall be sized per condensing unit manufacturers recommendations. C W 2. Expansion valve bulb to be mounted at three (3) o'clock position. q* 3. All refrigerant piping shall be continuously purged with nitrogen during brazing process. All elbows to be long radius type. to Slope suction pipes 1/2" per 10' -0" in direction of flow. no 2 REFR16ERANT COIL PIPING DETAIL M-.I SGAI_E: NONE O MJ UJ Z OC 4 r 3: o L6 NZ O Wa Q oc c O 0 J a RECESSED HEATER O J WALL BOX W W� TAMPER - RESISTANT W THERMOSTAT COVER I c c a PLATE, AND CIRCUIT BREAKER I to 0 SHEET TITLE HVAG DETAILS SHEET Na-SM ELEGTRIG FORGED AIR WALL HEATER �NL1 =: NVNC I i I 1 Fire dept. c.0 co_nnectian - I FPHB / +24" i 6 "Sanitary waste. Extend to 5' -0" beyond bldg. line. See site utility plan for continuation. +24 I UNIT E 108 r-2 "CW up O2 STAI' 107 -4"V up O2 LOBBY 1 re IOq I protection 4 "W up O standpipe "-- IE= -5' -4" CO -A Gas meter by local utility co. Gas serivice by local utility co. I LE Y EL ONE --r PLUME31 NO FLAN f'1.Y SGALE: 1 /8" = II -0" 2 `I it i W up& � 1 Y CO -A \-- IE= -3' -0" - W i GENERAL NOTES: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. C. All drains shall be provided with P- Traps. PLAN NOTES: O1 Provide 1 "CW stub with shutoff, above finished ceiling, to serve future tennant. OUnderslab water and waste line locations to be determined by vertical riser locations. Vertical risers to be located in future closet walls. Location of closet per tennant buildout. O3 Water line below slab, minimum 18" cover. O4 Water line located above 2hr. rated ceiling. O5 Reduced pressure zone backflow preventer and meter. Extend 21 "CW to water booster system. See architectural plans for exact location of booster pump. O6 Route J "Condensate line from A/C unit through wall to nearest floor drain in mechanical room. V i Z Cl) /w Y IO LU Z W� 0 Z Pr CU J s U Cl) y .- Zs p U W W J ' W <a s Z m U O N ff ARGHITEGT / PR0.EGT MANAGEMENT VIE C0K DEJ1 N QK0qF 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL v ; No. 13968 c it STATE ;• �i0 � ••., AND ON SKMTURE i DATE 00.13.05 COPM61HIT s O"aERWIP OF DOCUMENTS OF�71ERCMiEGTT MD OE91�BN aR01P. D 71E SOLE PROPS[IY u i r �rvfl rdfYFfl I Wm Is C"FMML. rM 9 files N NO pND�,PpPI�OR YN1iOl GOlmlf GF 71! /AG1fIGGT..YVO R 9MaW{ .`�v ® CA►YRI611f ]00! .W"!9 R �JMD�WL NA MW VF0.MS DATE 6.132005 PRO.EGT NO. 00000 GAD REFERENCE NO. AUTOGAD 2006 PLAT REFERENCE NO. NOTE DR IN6 SGALE 5EE DRAPUN6 QVA P1 I::- PRO.EGT TITLE W qe &I am = UJ Z 19 3:a oU LLI HZ O p� � az O � J WW LU 2 ce 19 HV 5� TITLE LEVEL ONE PLUMBING PLAN i 2 0 2i "Domestic water. Extend to 5' -0" beyond bldg. line. See site utility plan for continuation. j2 4" c, H. Fire protection service. Extend to 5' -0" beyond bldg. line. See site utility plan for cont. 2 "CW down to below finished floor. Gas meter by local utility co. Gas serivice by local utility co. I LE Y EL ONE --r PLUME31 NO FLAN f'1.Y SGALE: 1 /8" = II -0" 2 `I it i W up& � 1 Y CO -A \-- IE= -3' -0" - W i GENERAL NOTES: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. C. All drains shall be provided with P- Traps. PLAN NOTES: O1 Provide 1 "CW stub with shutoff, above finished ceiling, to serve future tennant. OUnderslab water and waste line locations to be determined by vertical riser locations. Vertical risers to be located in future closet walls. Location of closet per tennant buildout. O3 Water line below slab, minimum 18" cover. O4 Water line located above 2hr. rated ceiling. O5 Reduced pressure zone backflow preventer and meter. Extend 21 "CW to water booster system. See architectural plans for exact location of booster pump. O6 Route J "Condensate line from A/C unit through wall to nearest floor drain in mechanical room. V i Z Cl) /w Y IO LU Z W� 0 Z Pr CU J s U Cl) y .- Zs p U W W J ' W <a s Z m U O N ff ARGHITEGT / PR0.EGT MANAGEMENT VIE C0K DEJ1 N QK0qF 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL v ; No. 13968 c it STATE ;• �i0 � ••., AND ON SKMTURE i DATE 00.13.05 COPM61HIT s O"aERWIP OF DOCUMENTS OF�71ERCMiEGTT MD OE91�BN aR01P. D 71E SOLE PROPS[IY u i r �rvfl rdfYFfl I Wm Is C"FMML. rM 9 files N NO pND�,PpPI�OR YN1iOl GOlmlf GF 71! /AG1fIGGT..YVO R 9MaW{ .`�v ® CA►YRI611f ]00! .W"!9 R �JMD�WL NA MW VF0.MS DATE 6.132005 PRO.EGT NO. 00000 GAD REFERENCE NO. AUTOGAD 2006 PLAT REFERENCE NO. NOTE DR IN6 SGALE 5EE DRAPUN6 QVA P1 I::- PRO.EGT TITLE W qe &I am = UJ Z 19 3:a oU LLI HZ O p� � az O � J WW LU 2 ce 19 HV 5� TITLE LEVEL ONE PLUMBING PLAN i 2 0 1 I, G I UNIT E 208 R re protection j "CW standpipe I I 2 "CW from below O 1J "CW up I _ V 4"V up O -- & down LOBBY = 4"W up 20G & down O I I I MtCiti. 21I I -1J "CW fro}n below, O 1 "CW up ' "W upn I i 2i i I I I I I I I I I -- - - - - -- — — — ze � i TV up - 2O�If` 4 "V up 2 STAI ED** & down 205 Fire 4 "W up (D A protection & down standpipe BALCONY 214 LEVEL TNO PLUMB I NCB PLAN 51.2-1 SCALE: 118" = 1' -0" -t TV U 2 & down -r Tr up & down LL GENERAL NOTES: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. C. All drains shall be provided with P— Traps. PLAN NOTES: O1 Provide 1 "CW stub with shutoff, above finished ceiling, to serve future tennant. N O2 Underslab water and waste line locations to be determined by vertical riser locations. Vertical risers to be located in future closet walls. Location of closet per tennant buildout. Z '^ r V / l c CU W � � 7 • U ca W M U CU U ARGHITEOT / PRO.EOT MANA6EhENT FIE W 1 { bEJ1 N QR0qF 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAT_ `OBERZ, /, ��� � .' �,�STE�••, s viii -� No. 13968 STATE r- 0 ,n 's OF �i � •., �NDIANP,•' � �� �sS/ CNAt 516NATURE 4 DATE 00.13.05 C.OPM16W 4 0wOZ5IiIP OF DOCUMEM E AN �, � ln2 f AID is ne Soya �r OF 11E ANOH7EtT At0 PB7COR O@Slell d.01P. ALL IVC04ATM WWAN D IEF1 E C4WMPERW.. 17S %W"8M NO 0 00MOW 2003 JAM R SVXZKAK AVM IMOM LMS DATE 6.13.2005 PRO.EGT NO. 00000 GAD REFERENCE NO. AUTOOAD 2006 PLOT R)395ZENGE NO. NONE DRAM& 5GALE 5e DRAHN6 PRO.EGT TITLE N 0 am = LLJ Z19 3:a 0 I= LIM HZ 0 O p� paZ O F J WW 2 C9 FQ SHEET TITLE yV LEVEL TWO PLUMBING PLAN X202 I � I I / I I ' 1 I, G I UNIT E 208 R re protection j "CW standpipe I I 2 "CW from below O 1J "CW up I _ V 4"V up O -- & down LOBBY = 4"W up 20G & down O I I I MtCiti. 21I I -1J "CW fro}n below, O 1 "CW up ' "W upn I i 2i i I I I I I I I I I -- - - - - -- — — — ze � i TV up - 2O�If` 4 "V up 2 STAI ED** & down 205 Fire 4 "W up (D A protection & down standpipe BALCONY 214 LEVEL TNO PLUMB I NCB PLAN 51.2-1 SCALE: 118" = 1' -0" -t TV U 2 & down -r Tr up & down LL GENERAL NOTES: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. C. All drains shall be provided with P— Traps. PLAN NOTES: O1 Provide 1 "CW stub with shutoff, above finished ceiling, to serve future tennant. N O2 Underslab water and waste line locations to be determined by vertical riser locations. Vertical risers to be located in future closet walls. Location of closet per tennant buildout. Z '^ r V / l c CU W � � 7 • U ca W M U CU U ARGHITEOT / PRO.EOT MANA6EhENT FIE W 1 { bEJ1 N QR0qF 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAT_ `OBERZ, /, ��� � .' �,�STE�••, s viii -� No. 13968 STATE r- 0 ,n 's OF �i � •., �NDIANP,•' � �� �sS/ CNAt 516NATURE 4 DATE 00.13.05 C.OPM16W 4 0wOZ5IiIP OF DOCUMEM E AN �, � ln2 f AID is ne Soya �r OF 11E ANOH7EtT At0 PB7COR O@Slell d.01P. ALL IVC04ATM WWAN D IEF1 E C4WMPERW.. 17S %W"8M NO 0 00MOW 2003 JAM R SVXZKAK AVM IMOM LMS DATE 6.13.2005 PRO.EGT NO. 00000 GAD REFERENCE NO. AUTOOAD 2006 PLOT R)395ZENGE NO. NONE DRAM& 5GALE 5e DRAHN6 PRO.EGT TITLE N 0 am = LLJ Z19 3:a 0 I= LIM HZ 0 O p� paZ O F J WW 2 C9 FQ SHEET TITLE yV LEVEL TWO PLUMBING PLAN X202 i i li Y Y I i i, � I I ill III I� III _li'IiII - UNIT E 308 Fire protection J "CW standpipe 4"V up & down, 6"VTR r1i"m from belowO "CW up 4"V up & down l 4"W u p & down I� � 31 1 "CW from below 1Q2 rare l & down, 2 u or uvwli, protection 6"VTR 6 "VTR standpipe BALCONY 314 FPHB 0 +24" 1J "CW from below LEVEL THREE I PLUMB I NCB PLAN P2.3 5GALE: I 18" = 1' -0" 6 "VTR — \v� iJ A. T Z `J?r%Y tC U Ca W ' W Z Z- W,f z f J � - I ) �, U Z O U) �y W r J Wf - y � O6 c Zm 2 U U O � s ff GENERAL NOTES: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. C. All drains shall be provided with P- Traps. PLAN NOTES: 0 Provide 1 "CW stub with shutoff, above finished ceiling, to serve future tennant. OUnderslab water and waste line locations to be determined by vertical riser locations. Vertical risers to be located in future closet walls. Location of closet per tennant buildout. ARGHITEGT / PRO.EGT N4PJJP6EhENT FIE C OR ROOF 335 Ridgepoint Drive Carmel, Indiana 46032 3-17.705.7979 (phone) 39 7.705.7980 (fax) SEAL pB ER(/ �FGISTER4:O -� No. 13968 x - STATE i���' /i'S; ONA1. E�G��• 516NATURE ! DATE 00.13.05 GOPM611i i ONINER5141P of DOCUMENTS TM AWnM'16T OP91 Cr" 0"e 001E PRDM" 6 -ca iQF 900! .14w R 9MD 4 A L NA, N7 MW" DATE 6.132005 PRO.EGT NO. 00000 GAD REFER ICZ NO. AUTOGAD 2006 PLOT REFERENCE NO. NONE DRANUN6 56ALE Srf DRANUN5 PROJECT TITLE M (A am 0 J = LU ca 2 Z OC 3:a 00 �lm L16 CID Z LU 0 O G� � az F„ J O WW ce HV LEVEL THREE PLUMBING PLAN c3205 / \•, G\ , ` ' I I I 6'WR J O II I �I i I i I, 'I i I J LEVEL FOUR Li PLUME31 NCB PLAN 2'tl SGALE: 1/8" = 1' -0" 4 "VTR I U6'VTR I i i i M Z M s W U W rr� Z. 0,11 — Z - W V U Z ` r= ca Z O s w W `r`f M 11 • W � U 01" Z r ca �r 2 ` U O GENERAL NOTES: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. C. All drains shall be provided with P— Traps. PLAN NOTES: O Provide 1 "CW stub with shutoff, above finished ceiling, to serve future tennant. O2 Underslab water and waste line locations to be determined by vertical riser locations. Vertical risers to be located in future closet walls. Location of closet per tennant buildout. ARGI;ITEGT / PROJECT NW�A6EhENT FIE C 0 K I AMM II K 0 q F 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL `OB E R4 /F ; ' pSTE No. 13968 STATE • J i OF 51&4ATURE ! DATE 00.13.05 C-OPM16K t ONORWIP OF DOC HERM ALL ASf DOQlE1f I6 NI ILSINREIf OF SHMG! ND p TE SOI.! PROP�t1Y OF liE /iROFfl15GT /JO P®(.OR DE91BN ad01P. 15 COMMM. "5 SO4"M DIS71mRIQ1 OIIC[ PN[I� 1W b MUCAMM NO RI6NIS OROR � f 'M'M LAKYMON • M91EG11 "PROA Y ww � aP�iaB[ 11E 9MOIrN ATC PMv �G�YRI611f ]006 .Y4L• R SNM4W NA W WVP" DATE W5.2005 PRO.EGT NO. 00000 GAD R fERWX NO. AUTOGAD 2006 PLOT RH$tEWE NO. NOW DRAMN6 SCALE 5M DRAH% REVISIONS PROJECT TITLE �M (4 am 0 J = LU (A 2 Z 0� �a 00 I= W6 HZ 0 O p� J az O FJ WW �a Hv sHmT nn.e LEVEL SOUR PLUMBING PLAN 2 Z- UNPAVED AREAS 0 000 0 0 00000 00 0-0 0 000 000 0 000o O Oo o,q 0 40-0 00 0000 000 0 0000000000 PAVED AREAS Pour concrete encasement around pipe O o 0000° 000 00 000 °00000 OO 00 o � 00 00 J Oo000 O O 00 0000 °00 Pour concrete encasement around pipe F XTFR I CSR GLEANOUT DETAILS 5GALE: NONE p a ARCHITECT / PROJECT NWJA6EhENT Z � m m W fy E C O R W i Z �f 0_ Z Ell N Lu (03.5 Z ROVP a. �l 335 Ridgepoint Drive M Carmel, Indiana 46032 cl) 317.705.7979 (phone) Z y 317.705.7980 (fax) 011 U V m SEAL Cn W `� Q OB ERA J S ri � Q"` �p IN m = No. 13968 o: O a STATE Ak- yam : 516HATLRE a DATE 00.11S.05 GOPYRI60T s OPMZSHF OF DOCUhE M °"' . �„� „ ANW DATE PLUMBING SYMBOLS AND ABBREVIATIONS 00000 Storm sewer below grade or slab (S) AUTOCAD 2006 — IF WHA — Water hammer arrestor (WHA) I Storm sewer above grade or slab (S) — — Pitch pipe down in direction of arrow F Fire protection (FP) — —i-- — Arrow indicates direction of flow GREASE Grease waste (Grease) — — Cold water piping (CW) HB HOSE BIBB — — Hot water piping (HW) HD HUB DRAIN — Hot water return piping (HWR) LV LAVATORY G Gas piping (G) MS MOP SINK ------------------- - - - - -- Vent piping (V) RD ROOF DRAIN Sanitary below grade or slab (W) SK SINK 1 Sanitary above grade or slab (W) UR URINAL _1 Freeze proof hose bibb (FPHB) VTR VENT THRU ROOF ® Floor drain (FD) WC WATER CLOSET 0 Floor sink (FS) WH WATER HEATER — — Shutoff valve in pipe Balancing valve — — Check valve in pipe o —� o Gas shutoff valve in pipe — 90' Elbow down (drop in Pipe) — --0 90' Elbow up (rise in pipe) — _ Vertical pipe drop out of — bottom of horizontal pipe — e �— Vertical pipe rise out of — top of horizontal pipe ,.CO Clean out in floor (CO) .I CO Horizontal clean out (CO) NOTE: SOME SYMBOLS MAY NOT BE USED. � Connection to existing utility UNPAVED AREAS 0 000 0 0 00000 00 0-0 0 000 000 0 000o O Oo o,q 0 40-0 00 0000 000 0 0000000000 PAVED AREAS Pour concrete encasement around pipe O o 0000° 000 00 000 °00000 OO 00 o � 00 00 J Oo000 O O 00 0000 °00 Pour concrete encasement around pipe F XTFR I CSR GLEANOUT DETAILS 5GALE: NONE p a ARCHITECT / PROJECT NWJA6EhENT Z � m m W fy E C O R W i Z �f 0_ Z Ell N Lu (03.5 Z ROVP a. �l 335 Ridgepoint Drive M Carmel, Indiana 46032 cl) 317.705.7979 (phone) Z y 317.705.7980 (fax) 011 U V m SEAL Cn W `� Q OB ERA J S ri � Q"` �p IN m = No. 13968 o: O a STATE Ak- yam : 516HATLRE a DATE 00.11S.05 GOPYRI60T s OPMZSHF OF DOCUhE M °"' . �„� „ ANW DATE 6.132005 PROJECT NO. 00000 OAD REPEREWE NO. AUTOCAD 2006 PLOT FINURENGE NO. NOW DRANUNS 50ALE SEE DRAWIN6 REVISIONS PROJECT TITLE M qe W am 0 Uj Z PLUMBING FIXTURE SCHEDULE 3: MARK DESCRIPTION PIPE CONNECTIONS (IN) SIMILAR AND EQUAL TO ACCEPTABLE MANUFACTURERS O N0. HW CW W V I= L6 EXTERIOR CLEAN OUT - Paved areas Round scoriated v% Z EXT (Paved LINE ZURN $ZN-1400-HD-BP (PAVED AREAS) J.R. SMITH, JOSAM, WATTS CO -A nickel bronze top, bronze plug and gasket. (Unpaved _ _ areas) Cast iron body, bronze plug and gasket. SIZE ZURN Z- 1440 -BP (UNPAVED AREAS) J.R. SMITH, JOSAM, WATTS � a_ Q li 0 CO -B FLOOR CLEAN OUT - Round scoriated nickel bronze top, _ _ LINE _ ZURN #ZN- 1400 -BP J.R. SMITH, JOSAM, WATTS 0 Z bronze plug and gasket. SIZE mi Q 7. FLOOR DRAIN - Cast iron, cast iron reinforced tractor _ 2 - ZURN #ZN -415N, #Z -1000 J.R. SMITH, JOSAM, WATTS, MIFAB O W J FD -A strainer, provide with deep seal p -trap. W2 FREEZE PROOF HOSE BIB - Wall mounted, cast bronze W C. FPHB valve, chrome plated face plate, integral vacuum breaker. - - - ZURN #Z- 1321 -C J.R. SMITH, WOODFORD V RPZBP REDUCED PRESSURE ZONE BACKFLOW PREVENTER - Make _ 2 _ - WILKINS #975XL WATTS, FEBCO, ITT LAWLER and model as approved by the Ind. dept. of health. SHEET TITLE DOMESTIC WATER PRESSURE BOOSTER PUMP - Skid mtd, PLUMB I I VO controler. Total Capacity: 50gpm at 70psi. Dual Pumps; _ 2j _ - VC SYSTEMS #2VC -PM J.R. SMITH, WOODFORD l 1 BP -1 Pump one: Variable speed, 2HP, 60gpm at 70tdh. Pump SGHEDULES two: 3500 rpm, 2HP, 60gpm at 70tdh. AND DETAILS SHEET NUMBER 6'VTR I 4'V Tie 4 "W to 4'V above 3rd floor. - 4'V 4"V Tie 4 "W to 4"V above 4rd floor. - 4"W Exact location and layout of waste and vent risers to be determined by tennant build out. CO —B 6 "W Exact location and layout of waste / and vent risers to be determined by II tennant build out. I I I I II 4'V 4 "W I � IF�2"W II FD —A 4 "W FD —A I I I I CO —A 6 "W 6"VTR I I 4'V Tie 4 "W to 4'V above 3rd floor. - 4 "W Exact location and layout of waste �i and vent risers to be determined by 4"V tennant build out. 6'VTR 4'V Tie 4 "W to 4"V above 3rd floor. - 4 "W 6 "W Exact location and layout of waste �i and vent risers to -4'V be determined by tennant build out. 4 "W I, WASTE � VENT SGHEMATIG 5GALE: NONE 6'VTR 4"V Tie 4 "W to 4'V above 3rd floor. - 4"W Exact location and layout of waste and vent risers to 4'V be determined by tennant build out. 4 "W 6'VTR 4"V Tie 4 "W to 4"V above 3rd floor. - 4 "W 6 "W Exact location and \ layout of waste and vent risers to be determined by 4I V- 1 "V tennant build out. — 4, I 4'V 6"VTR 7/-4"Vi g"yy 4 "W CO A U Z_ Cl) M W W Z_ 5 Z W 0 Z H J Z O U U) LU J cc W 0 2 O 13 INS. 335 Ridgepoint Drive ca Carmel, Indiana 46032 - 317.705.7979 (phone) 317.705.7980 (fax) a SEAL OBER(,F /ii O•• ; -� No. 13968 _- ' STATE LU OF " "'i'S; ONM- � C`��• 3 0Q—WV 5164ATURE 4 DATE 0.13.05 OOPYR1644T 4 ON06HIP OF DOGUNE M 71C POQlB1f b NI ICIR�If OF �lNCE MD p 11E SOLE PNOf�RY OF 11E lAGi1FLT MO P®fAR DE51EN dp01P. .®.s��.vL rif�rwn Ifg�l IS ldlOSII1M.. 17S •J�'JEI01� fIC AND FEDOW R swraoII Nh CAB DATE 6.132005 PRO,EGT NO. 00000 GAD REFER646E NO. AUTOGAD 2006 PLOT RENGE NO. NOW DRAWING SCALE 5EE DRAWIN6 REVISIONS PROJECT TITLE 0 H am 0 = U J H � z� Ov I= L6 O O J O TITLE PLUMB I NCB WASTE � VENT SGHEMATI G SHEET NUh8fi2 T::�) ) cc U) Z WQ Z0 � Q WW W� �a V� V i I I I I I I I I �I 11 (TYP•) 11 (TYP' �� EM EM M EM E M it I I � , \_/ \ 10 10 ` F I F �\ H -18 UNIT F —� IF 113 Fire r n H -1 Alarm vT Control - _____ —___ .4 + _ zt Panel b6 Panel H I pullwire for phone service Meter T lephone Panel "H2" center STAIR T rminal 112 Bard Ii I I 11 (TYP•) Meter LEVEL ONE ENLARGED center AN &H-17 IG L I I 2 EGT� L P I - - -- � L E2.1 5GALE: 1/4" = 1' -0" - -- - -� E - - -- - - I Proposed Transformer location I I I LEVEL ONE 1 ELEGTRIGAL PLAN N E2.1 5GALE: 1/8" = 1' -0" ' err ARGHITEGT / PROXKT hWJA6EhENT Zro U) f f c W� E COR E IL Zr= • �f — Z ff :_ UEJ1 N LU U Z R O q F 335 Ridgepoint Drive CU Carmel, Indiana 46032 U) - 317.705_7979 (phone) Z 317.705.7980 (fax) Oj U U SEAL cn w LU :o •,?�: W ` co No _ U = -� • . 13968 _ O - STATE :• ` c O 's OF ' 516NATUFWE E DATE h y 12 - A. All 120v., 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level EWH_1 I the panel shall be EMT conduit. -� C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery inverter ballast. F. All light fixtures marked EM /NL (Emergency and Night Light) shall be on a non - switched circuit and have an emergency battery inverter ballast. G. Refer to sheet E7.1 for symbols and details. H. Refer to sheet E6.1 for light fixture schedule. J. Refer to sheet E6.1 for riser diagrams. EWH -1 L. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. PLAN NOTES: OContractor shall provide and install a 80 amp disconnect switch with 80 amp dual element fusing for elevator equipment. Coordinate exact location with elevator installer prior to rough -in. Circuit H2 -3 H- (37,39,41), #4 THHN wire. H -21 switch for elevator cab lighting. Provide a dedicated H2 -7 shown on plan. Circuit #H -3. OContractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Circuit #H -5. 4OContractor shall provide a telephone rough -in for dedicated elevator cab phone line. OContractor shall provide and install a weatherproof light switch, light fixture and G.F.I. receptacle in elevator pit. Mount devices at 12" below top of pit. Circuit #H -9. OContractor shall make connections to flow, tamper and PIV to the fire alarm system. Coordinate prior to making connections. 7O Connect elevator recall to fire alarm system. 8O Recessed Fire Alarm Remote Annunciator. Final location per Fire Department. 9OFire Protection Contractor shall provide and install exterior audio and visual alarms. E.C. shall make connections to exterior audio and visual alarms. Coordinate prior to making connections. 10 Exit sign. G Recessed light fixture. eRecessed cove light fixture. 13 Wall mounted light fixture. H -20 14 Exterior wall mounted light fixture. , I 1 g Industrial light fixture. 17 Circuit shall be run through contactor "LC -1 ". "On" Contactor shall be controlled by photocell and timeclock "Off ". H -20 I I 13 UNIT 0 11 (TYP) UNIT G 104 UNIT B 103 11 (TYP) UNIT A 101 1 06 _ - - -- - - �� /rEM/�NL UNIT E 5TAIR 108 IOf H2 -9 EW H -1 1­12 -5 5j Al R AIR H2 -2 I - I5 I I2 F I N I EWH-1 10 EWH -1 F (Ty 11 10 EM /NL EM/ L H -1 EM/ L H -11 ,, �- -\ P) H -111,5 i F - - - !1J - -- - -- - -- - - - LOBBY - - EM /NL •1 - - H -11 - - � - H -19 17 ° P H -20 13 - R 1 1 1 1 1 1 1 III li j I loci H 18 H 1 nn �5 �\ 13 -'� 13 r - EM EM EM � i r I V I I I III I I 2 8 E2.1 H2 -1 F 11 (TYP•) 11 (TYP•) 11 (TYP•) - - - -- ---------- - - - - -- - - - I _ -------------------- I - -- ----- - EWH -1 I I O EWH -1 W� 13 - 16 LU H- 16 � I NL I 14 H -11 EM F 10 � STAIR EM / \ � M F 112 - 0 —H-18 17 H�23 0 _- EWH -1 - -- -- �1 TYP•) MEGH. IIO 1 7 Cir it from AC U -1 Or 2 [� s ZH-16 5 H- (38,40,42) Make connnection to booster on roof pump control panel II A - WH -1 3 4 J MEGH. I WIP �\ H -18 UNIT F —� IF 113 Fire r n H -1 Alarm vT Control - _____ —___ .4 + _ zt Panel b6 Panel H I pullwire for phone service Meter T lephone Panel "H2" center STAIR T rminal 112 Bard Ii I I 11 (TYP•) Meter LEVEL ONE ENLARGED center AN &H-17 IG L I I 2 EGT� L P I - - -- � L E2.1 5GALE: 1/4" = 1' -0" - -- - -� E - - -- - - I Proposed Transformer location I I I LEVEL ONE 1 ELEGTRIGAL PLAN N E2.1 5GALE: 1/8" = 1' -0" ' err ARGHITEGT / PROXKT hWJA6EhENT Zro U) f f c W� E COR E IL Zr= • �f — Z ff :_ UEJ1 N LU U Z R O q F 335 Ridgepoint Drive CU Carmel, Indiana 46032 U) - 317.705_7979 (phone) Z 317.705.7980 (fax) Oj U U SEAL cn w LU :o •,?�: W ` co No _ U = -� • . 13968 _ O - STATE :• ` c O 's OF ' 516NATUFWE E DATE h y C.OPM16HT t 0HWR5HIP OF DOW-V105 "DmMR M6 MM M "M OF T WIM MD MS TFE 9= FROPDlfY OF M MFGO T AID FOX-M DEMM MOP. ALL PrOM TION OOFRAN D H9 M s carvalI1N- fl6 a�FLYION MD DtlNOl "W O M PMM 0 NOr TO W O M MM AS PMlL.MY/RIOM N DOW&ATMOM OF GOM�D11 L.NN COPYRIBMR NMSIEGIIML PROPFll1Y RI6IFIS OR 011ER FI6FII'i ALL NFtli0MTi0N OOMfANm IEF�N GQ19TfM6 71E OR16WiL AND It1FIHJ;iED Yi7RC OF TIE ARCMIEOT..W'6 R 97Ur3FIW, MD rnxm NO FMtr OR Max OF TNS DMft TNl� DPA~ OR TOE F99 LTM 0IXMW OR R &Z",, OR Ftl�tM7lB Q T1! 1laLtN6 SiLNi OR FJAISNFlM hM, — DMPUOATt9 GDS DNENm RDN morlm ROLISH M10DlED %g;r:7E DWST{�Nm N ANY r1�Y rr1MOUf'*E 9FBC4 ' M�D(1�10R01t NRfl01 GOlilr OF TI! MYJELGT,.MFES R 9M3 % A D ®1Ca0_R IINr ]006 .WEB R SRMAK MA NX444P l3 DATE 6.132005 PRO.EGT NO. 00000 GAD REFERENCE NO. AUTOGAD 2006 PLOT REFEF2ENGE NO. NONE DRAHN6 50ALE SEE DRAKIN6 REVISIONS PROJWT TITLE N CID 0 = LLJ CA 2 Z WM 3:a 00 �m L16 fyA Z in 0 po J aZ O FJ WW HV LEVEL ONE ELEGTRIGAL PLAN X201 GENERAL NOTES: A. All 120v., 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use A.F.C. Cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. -� C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery inverter ballast. F. All light fixtures marked EM /NL (Emergency and Night Light) shall be on a non - switched circuit and have an emergency battery inverter ballast. G. Refer to sheet E7.1 for symbols and details. H. Refer to sheet E6.1 for light fixture schedule. J. Refer to sheet E6.1 for riser diagrams. K. Refer to sheet E6.1 for panel schedules. L. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. PLAN NOTES: OContractor shall provide and install a 80 amp disconnect switch with 80 amp dual element fusing for elevator equipment. Coordinate exact location with elevator installer prior to rough -in. Circuit H- (37,39,41), #4 THHN wire. OContractor shall provide and install a lockable toggle switch for elevator cab lighting. Provide a dedicated circuit and overcurrent protection device to switch as shown on plan. Circuit #H -3. OContractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Circuit #H -5. 4OContractor shall provide a telephone rough -in for dedicated elevator cab phone line. OContractor shall provide and install a weatherproof light switch, light fixture and G.F.I. receptacle in elevator pit. Mount devices at 12" below top of pit. Circuit #H -9. OContractor shall make connections to flow, tamper and PIV to the fire alarm system. Coordinate prior to making connections. 7O Connect elevator recall to fire alarm system. 8O Recessed Fire Alarm Remote Annunciator. Final location per Fire Department. 9OFire Protection Contractor shall provide and install exterior audio and visual alarms. E.C. shall make connections to exterior audio and visual alarms. Coordinate prior to making connections. 10 Exit sign. G Recessed light fixture. eRecessed cove light fixture. 13 Wall mounted light fixture. 14 Exterior wall mounted light fixture. 15 Exterior exit sign. 1 g Industrial light fixture. 17 Circuit shall be run through contactor "LC -1 ". "On" Contactor shall be controlled by photocell and timeclock "Off ". C.OPM16HT t 0HWR5HIP OF DOW-V105 "DmMR M6 MM M "M OF T WIM MD MS TFE 9= FROPDlfY OF M MFGO T AID FOX-M DEMM MOP. ALL PrOM TION OOFRAN D H9 M s carvalI1N- fl6 a�FLYION MD DtlNOl "W O M PMM 0 NOr TO W O M MM AS PMlL.MY/RIOM N DOW&ATMOM OF GOM�D11 L.NN COPYRIBMR NMSIEGIIML PROPFll1Y RI6IFIS OR 011ER FI6FII'i ALL NFtli0MTi0N OOMfANm IEF�N GQ19TfM6 71E OR16WiL AND It1FIHJ;iED Yi7RC OF TIE ARCMIEOT..W'6 R 97Ur3FIW, MD rnxm NO FMtr OR Max OF TNS DMft TNl� DPA~ OR TOE F99 LTM 0IXMW OR R &Z",, OR Ftl�tM7lB Q T1! 1laLtN6 SiLNi OR FJAISNFlM hM, — DMPUOATt9 GDS DNENm RDN morlm ROLISH M10DlED %g;r:7E DWST{�Nm N ANY r1�Y rr1MOUf'*E 9FBC4 ' M�D(1�10R01t NRfl01 GOlilr OF TI! MYJELGT,.MFES R 9M3 % A D ®1Ca0_R IINr ]006 .WEB R SRMAK MA NX444P l3 DATE 6.132005 PRO.EGT NO. 00000 GAD REFERENCE NO. AUTOGAD 2006 PLOT REFEF2ENGE NO. NONE DRAHN6 50ALE SEE DRAKIN6 REVISIONS PROJWT TITLE N CID 0 = LLJ CA 2 Z WM 3:a 00 �m L16 fyA Z in 0 po J aZ O FJ WW HV LEVEL ONE ELEGTRIGAL PLAN X201 NOR HWEST CORNER OUTHWEST 1, SE .30 -T18N -FEE 11 STEEL PIN E0. 0 l� U W 00 L Crl Q 10 r � -3: TC 831 20 14 W 830.70 _ 1 1 �F:� qN 1. REMOVE RANGELINE ROAD SIDEWALK. Lit z :D x.42 2. RELOCATE CONSTRUCTION FENCE & STRAW BALES TO ALLOW z PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. FOUNDATION CONSTRUCTION. Q� X 3. ROUGH GRADE SITE. 2. e WEEKLY OR AFTER STORM EVENTS AS NEEDED (3� 4. INSTALL UTILITIES AND STORM SEWERS. �} EXCAVATING, FILLING OR OTHER DISTURBANCE OF NATURAL I I AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND I AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED t 6. BUILDING CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL 14 ., " ": EXISTING STONE ENTRANCE /LAYDOWN AREA * _ 1 1 �F:� qN 1. REMOVE RANGELINE ROAD SIDEWALK. PRIOR TO EARTHWORK CONFORM TO THE STANDARDS, SPECIFICATIONS AND 2. RELOCATE CONSTRUCTION FENCE & STRAW BALES TO ALLOW AFTER ROUGH GRADING PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. FOUNDATION CONSTRUCTION. PRIOR TO CLEARING & EARTHWORK X 3. ROUGH GRADE SITE. 2. e WEEKLY OR AFTER STORM EVENTS AS NEEDED ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, 4. INSTALL UTILITIES AND STORM SEWERS. AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED EXCAVATING, FILLING OR OTHER DISTURBANCE OF NATURAL VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND 5. INSTALL INLET PROTECTION. AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED t 6. BUILDING CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 7. FINAL GRADING AND PAVING. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW 8. REMOVE INLET PROTECTIONS. PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY 1` a JK THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR LEGEND - PROPOSED RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THHAT MAY 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL PROPOSED STORM SEWER LI ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES - t AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. CONSTRUCTION LIMITS 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED 1 R ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR $ SILT FENCE, SEE DETAIL 01/C400 SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE 3a� �V CONTRACTOR. �h 7. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR CONSTRUCTION STAGING AREA FLOODWAYS EXIST ON THE SITE. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER b9`;h I FABRIC INLET PROTECTION, F C400 SEE DETAIL 02 g. _. _... ON A DAILY ROUTINE DURING CONSTRUCTION. PoJ 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA DB SEE DETAIL 03400 ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR EROSION CONTROL PLAN SCALE: 1. 20' 0' 10' 20' 40' SCALE: 1" = 20' FL 2X2 WOOD STAKE STRAW BALE GRATE �IiTIiTI Iill z I I r o (II =J11� III A TI I I I I o COMPACTED I I � I ''e a - - SUBSOIL�I; STORM INLET STRUCTURE NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W /WIRE SECTION A PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2 REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. STRAW BALE INLET_ PROTECTION rO4 NTS AC400 NORTH DANDY BAG B Installation and Maintenance Guidelines IretdatIm Remove the grata from catch bash N using opWW all obaorhards; place obeaherd pillow it rude. Stall the grate on and. Move the top 11" straps out of the top strum send above�the the s�trapss. Holding the � dndnees. Ynuxtt the grate ( On Inlet Maintenance: Remove all accumulated sedmaint and debris from vki* of unit after such alarm ennui. After each storm evert and at regular intav&6 look into the Dandy Bag 1. N the cadaimment area is more than 1/3 full of eedmerlt, the unit must be emptied. To empty N usig opttiionial oil ab absorbents; rg)im Inlet absor� when near s hnoBon. remain the grate. fGRATa DANDY BAG 11 BTRAN DA®Y 9ANieR ETANDARD FA IW 19 AN ORANGE 1flOVM -, FIDIiOFII.AFO➢NT DWIPDIG $TRAP ALUO1113 FOR ZANY DANDY BAG II INLET PROTECTION 03 INSTALLATION SEQUENCE EROSION CONTROL NOTES: EXISTING STONE ENTRANCE /LAYDOWN AREA * AS REQUIRED 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL 1. REMOVE RANGELINE ROAD SIDEWALK. PRIOR TO EARTHWORK CONFORM TO THE STANDARDS, SPECIFICATIONS AND 2. RELOCATE CONSTRUCTION FENCE & STRAW BALES TO ALLOW AFTER ROUGH GRADING PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. FOUNDATION CONSTRUCTION. PRIOR TO CLEARING & EARTHWORK FABRIC DROP INLET PROTECTION 3. ROUGH GRADE SITE. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, 4. INSTALL UTILITIES AND STORM SEWERS. AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED EXCAVATING, FILLING OR OTHER DISTURBANCE OF NATURAL VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND 5. INSTALL INLET PROTECTION. AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED NO NATURAL VEGETATION REMAINS. 6. BUILDING CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. 7. FINAL GRADING AND PAVING. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW 8. REMOVE INLET PROTECTIONS. PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR LEGEND - PROPOSED RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THHAT MAY 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL PROPOSED STORM SEWER ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. CONSTRUCTION LIMITS 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR $ SILT FENCE, SEE DETAIL 01/C400 SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE CONTRACTOR. TEMPORARY GRAVEL 7. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR CONSTRUCTION STAGING AREA FLOODWAYS EXIST ON THE SITE. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. FABRIC INLET PROTECTION, F C400 SEE DETAIL 02 g. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP ON A DAILY ROUTINE DURING CONSTRUCTION. DANDY BAG INL PROTECTION, 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA DB SEE DETAIL 03400 ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 1 STRAW BALE INLET PROTECTION, J LtElftl SEE DETAIL 04/C400 11. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSAL OF IN A APPOPRIATE MANNER ACCORDING THE STATE LAWS THAT GOVERN INDIANA. ---O PLAN NOTES 1J EXISTING STONE STAGING AND STORAGE AREA TO REMAIN AFTER OTHER CONSTRUCTION IS COMPLETE FOR FUTURE PROJECTS. 0 RELOCATE EXISTING FENCE AND STRAW BALE FILTER AFTER REMOVAL OF ADJACENT SIDEWALK. EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION /REMOVAL SEQUENCE EXISTING STONE ENTRANCE /LAYDOWN AREA * AS REQUIRED PRIOR TO CLEARING & EARTHWORK CONTINUOUS STRAW BALE FILTER. WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO EARTHWORK STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK FABRIC DROP INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER STONE PAVEMENT BASE STONE WHEEL WASH AREA * WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF EXISTING INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF FABRIC DROP INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE FILTER. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED * EXISTING STONE ENTRANCE /LAYDOWN AREA TO REMAIN AT THE COMPLETION OF THIS WORK. EX'TG GRATE FILTER FABRIC BETWEEN FRAME AND GRATE EX'TG INLET REMOVE ACCUMULATED SILT I2AIlg EXISTING INLET PROTECTION 02 C DOWN St 1 1/2-X 1 1/2-X 24' LONG WOOD LATH TO SECURE TO STAKES 36' WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ /S.Q YARD) MAINTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6' TO B' DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2'X 2'X 36' LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5' -0' O.C. MAINTENANCE INSTRUCTIONS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES HOLEY MOLEY SAYS, INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. "DON'T 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE DIG 4. TAKE UNDERMINING IHASTMBEEN E FENCE AND BLIND" STABILIZED, 5. REMOVE AFTER THE CONTRIBUTING GRADE, AND STABILIZE. SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO SILT FENCE DETAIL 01 NTS C302 1 -800- 382 -5544 CALL -OLL -REE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 250 Pas[ 96th Sheet. Sure 200, h,dlen hl, IN 46240 T 31-545'/500 i 317.574.0911 www.cwmcmt In Association with: ECLU ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Ind ionopolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. DnNYp TXIx EROSION CONTROL PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: oQ- AR 00880145 -4 =X of Drawing Number: C400 Project Number: 25179 re) T. j� I I I I I I I I III UNIT E 208 I I I I I I I I I I �� (TYP•) V -' LOBBY F EM /NL 20ci H -1 1 nn H -22 lZ5 H2 -4 i W -- H 11 1 I �_ \ MEGH. F 21 EWH - o 'J I � I STAIR H2 -6 1 212 13 H -1 1 EM /NL (TYP•) f1 -- -- -- - - - �I I UNIT F F2_ 13 13 11 __-,/EM /NL H -11 EM /NL r- 13 H -25 H, Nil YP•) H -27 17 iI I ilk UNIT D - 206 D � I I I I I I I II I I I I LEVEL TNO ELEGTR I GAL FLAN E2.2 5GALE: I18" = 1' -0" T) __1 rE� T Z ro cn ir�r c ro W Z• _ yr� z W - V U z. J � - ro U Z� O r W � w owc J LU ro 11m, U O - c Z tr ro L U ON s ,f, GENERAL NOTES: A. All 120v., 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use A.F.C. Cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery inverter ballast. F. All light fixtures marked EM /NL (Emergency and Night Light) shall be on a non - switched circuit and have an emergency battery inverter ballast. G. Refer to sheet E7.1 for symbols and details. H. Refer to sheet E6.1 for light fixture schedule. J. Refer to sheet E6.1 for riser diagrams. K. Refer to sheet E6.1 for panel schedules. L. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. PLAN NOTES: 10 Exit sign. GRecessed light fixture. 13 Wall mounted light fixture. 15 Exterior exit sign. 17 Circuit shall be run through contactor "LC -1 ". Contactor shall be controlled by photocell "On" and timeclock "Off ". ARCHITECT / PRO.EGT RANA6EhENT VIE UR bEf� N K 0 q F 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAL ,',%�%%OBER4 �� �,� 'pSTERrb•'• _o - : No. 13968 c 70 . STATE � W1ML 4 51MATURE E DATE COPM16W t OMEFSHIP OF DOG00EN15 nn Donretr a wl N71Nlelf aP mince Mo d nE � FrZFEM X M /�RfM7EGT MD P."W0 DCIl1/ 6RCIlP. Nl NPO@ T COW"MW ICreN b CQl�IIUL 115 •.AaA�01011 WC DmllmrtlDx ro onec vrxre n NDr m e! rdelwrm A6 P16X/1TION N MIMAI Or C4KM L cOPrf SW NIIII 1WL PADPStiY i 0R Ntiorl I COIb711uI19 tle ORI6rNL NV uNeL1S� Yl7�C OP 71E ARCMIELT..W'6 R 51VtOWL NO P�COit W-COPRtNHf ]G06 .WI R SWII 14 A% lDLM4PGU5 DATE 6.132005 PROJECT NO. 00000 GAD REFERfNGE NO. AUTOGAD 2006 PLOT RFFI NO. NONE DIRMN6 SCALE SEE DRAKIN6 <ajM ry-, PRO.EGT TITLE C4 CA am 0 j = LU ca 2 Z OG 3:a 00 PM LLM HZ U1 0 O p� paZ O FJ WW 2 fFl� V sir nnF LEVEL TWO ELEGTRIG,4L PLAN X202 I � I i 1 LEVEL THREE ELEGTRIGAL PLAN E2.3 SGALE: 1/8" = 1' -0" 4 U Z U) M W W Z_ a Z W 0 Z H J D U) Z O U U) J cc W CID O O 1) GENERAL NOTES: A. All 120v., 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use A.F.C. Cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough —in. Exact PLAN NOTES: 1 p Exit sign. 11 Recessed light fixture. 13 Wall mounted light fixture. 15 Exterior exit sign. 17 Circuit shall be run through contactor IC-1". Contactor shall be controlled by photocell "On" and timeclock "Off ". 335 R1dgepo1nt Drive 0 Carmel, Indiana 46032 - 317.705.7979 (phone) Y 317.705.7980 (fax) U N SEAL w OB E R� ��'• : OGISTER� •.. ��� -a i N0. 13968 's a:� _ _ 7C1 STATE C co OF i ONA 516NATURE E DATE 00.13.05 COPYR16 4T t O HIP OF DOGM ENTS m voamw n m mffm lr or seance MD a me sas FlImmm Q M A al7wT MV FEDCOR OEM" BRaP. — w MM eZbWAhM MM D CaV1WW- M SUN*"" ATV W- GOPAtWR ]D06 .N/♦n5 R snnn4AK AI/` W WMA7IJS DATE 6.132005 PROJECT NO. 00000 CAD REI=ERBJGE NO. AUTOGAD 2006 PLOT REFERENCE NO. NONE ORMN& SCALE SEE DRAWING 7Z4a i # \_ PROJECT TITLE N (A am 0 = Uj Ch F Z 0� �a o� Imm L16 (yA Z 0 O C� paZ O � J WW U) 0 SHEET TITLE LEVEL THREE ELEGTRIGAL PLAN SHEET Nlll -18ER _203 location to be determined in the field. E. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery inverter ballast. F. All light fixtures marked EM /NL (Emergency and Night Light) shall be on a non — switched circuit and - _(LD have an emergency battery inverter ballast. G. Refer to sheet E7.1 for symbols and details. H. Refer to sheet E6.1 for light fixture schedule. J. Refer to sheet E6.1 for riser diagrams. K. Refer to sheet E6.1 for panel schedules. L. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough —in. PLAN NOTES: 1 p Exit sign. 11 Recessed light fixture. 13 Wall mounted light fixture. 15 Exterior exit sign. 17 Circuit shall be run through contactor IC-1". Contactor shall be controlled by photocell "On" and timeclock "Off ". 335 R1dgepo1nt Drive 0 Carmel, Indiana 46032 - 317.705.7979 (phone) Y 317.705.7980 (fax) U N SEAL w OB E R� ��'• : OGISTER� •.. ��� -a i N0. 13968 's a:� _ _ 7C1 STATE C co OF i ONA 516NATURE E DATE 00.13.05 COPYR16 4T t O HIP OF DOGM ENTS m voamw n m mffm lr or seance MD a me sas FlImmm Q M A al7wT MV FEDCOR OEM" BRaP. — w MM eZbWAhM MM D CaV1WW- M SUN*"" ATV W- GOPAtWR ]D06 .N/♦n5 R snnn4AK AI/` W WMA7IJS DATE 6.132005 PROJECT NO. 00000 CAD REI=ERBJGE NO. AUTOGAD 2006 PLOT REFERENCE NO. NONE ORMN& SCALE SEE DRAWING 7Z4a i # \_ PROJECT TITLE N (A am 0 = Uj Ch F Z 0� �a o� Imm L16 (yA Z 0 O C� paZ O � J WW U) 0 SHEET TITLE LEVEL THREE ELEGTRIGAL PLAN SHEET Nlll -18ER _203 /< \ I — I \ \ \V o� T 1 i I I I I I H2 -26 WP LEVEL FOUR 1 ELEGTR I GAL FLAN E2.4 SCALE: 1/8" _T_ H2 -26 " WP - � I 6 T Z Y Nc LU W Z 0 LUff V ' Z F Cn U j� oU V� W Cl) ix /W ro W ,f v 01 c L f %ff U O N � 1 011 GENERAL NOTES: A. All 120v., 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use A.F.C. Cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough —in. Exact location to be determined in the field. E. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery inverter ballast. F. All light fixtures marked EM /NL (Emergency and Night Light) shall be on a non — switched circuit and have an emergency battery inverter ballast. G. Refer to sheet E7.1 for symbols and details. H. Refer to sheet E6.1 for light fixture schedule. J. Refer to sheet E6.1 for riser diagrams. K. Refer to sheet E6.1 for panel schedules. L. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough —in. PLAN NOTES: 10 Exit sign. G Recessed light fixture. 13 Wall mounted light fixture. sExterior exit sign. ARGMTEGT / PROJECT MMMEFENT VIE WK bEJ1 N K 0 q F 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) SEAT_ ��� � : �1STElp� •, � i � 0 -� No. 13968 -) STATE DI 516NATLRE E DATE 00.13.05 C-OP M16HT a OMERSHIP OF D00011ENT5 Rb noarc7r a N91Rla17 ar Ana: Ho a nE 9= MreeY Or 71E HiLN'IEGT No P®f.OR DCIBN QR011P. ALL NPoiR NYM GMAM HMM a Caf'®em %- IP!'JE►.00M No ne71mur1ox ro OHM PHOd a Wr m W fcle HI Fum"T" N Ooi06�ATWn Or OOMA011 .M'1 CCPYPW, MR12 AL PR FUtrr RI6111S OR ORB! 1i� R16M'S. ALL 2 No NAOIAMTION CQIfNIm FQ�N 00116717U161!! ORI611 1,1FtaJ07m Yl7fOC Or TIE �RO1tIEOT,.IH'6 R 3MII'MIL ND Fevem De16N BROW. RO PAW OR MOLE Or THB VM" 11-M DRMW OR TE RBLUO elaaNei OR eRSNB4 OR PORROIe Q T1! R!•JILTN6 OAK Qt_ �'� �Y G��FLIOA��� N NK WiYgR TIE �EOMO pM�D(l7p11�01! NCTIeI OOIl�If OF TIE �RLNIIOT. JN6 R 9NrAMµ HD ® G/r'fRkIR ]OOSJ M R 5ML'WK NA WVM4F OLe GAD REFERENCE NO. AUTOGAD 2006 PLOT FOURZENGE NO. NOW DRAWING SCALE SEE DRAWIN6 PROJECT TITLE N (A no = L U Z ce 3:a oU LAm HZ O p0 � az O FJ WW Uj gg 12 HV 5HEET TITLE LEVEL SOUR ELEGTRIGAL PLAN �2 04 Meter Center #1 208/120V., 3 PH., 4 W. Mains: 1200 Amp Meter Center #2 208/120V.9 3 PH., 4 W. Mains: 600 Amp Main Fused Switch: 600 Amp Meter Poles 3 Size Branch Breaker Load Served M16 3 100 225 175 Tenant 5A M17 3 60 225 175 Tenant 5B M18 3 Tenant 2A 225 175 Tenant 5C M19 3 M6 225 175 Tenant 5D M20 3 3 225 175 House Panel "H" Meter Center #1 208/120V., 3 PH., 4 W. Mains: 1200 Amp Main Fused Switch: 1200 Amp Meter Poles Size Branch Breaker Load Served M1 3 100 80 Tenant 1A M2 3 100 80 Tenant 1B M3 3 100 60 Tenant 1C M4 3 100 80 Tenant 2A M5 3 100 80 Tenant 2B M6 3 100 60 Tenant 2C M7 3 100 80 Tenant 3A M8 3 100 80 Tenant 3B M9 3 100 60 Tenant 3C M10 3 100 80 Tenant 4A M11 3 100 80 Tenant 4B M12 3 100 60 Tenant 4C M13 3 100 100 Tenant 6A M14 3 100 1 100 Tenant 6B M15 3 100 1 100 Tenant 6C Voltage: 120/208 M1 ❑ House �� Panel �� H2 ❑ M13 M16 ❑ ❑ e M17 ❑ Main: Bus: Main Lug Only Copper Amps: 100 Amps: 225 M6 ❑ ❑ M10 Mounting: Surface Phase: 3 Surface Phase: 3 M7 ❑ ❑ M11 Location: Mech. #111 Wire: 4 Location: Mech. #111 Wire: 4 M4 OE3 M8 E3 O Remarks <Load (KW)> 20 Amp <Load (KW)> ( ) <Load (KW)> Cir. Remarks Cir. Light Rec. Heat Cir. A/C Equip. Other No. 1 Pole U.O.N. Cir. No. Other Equip. A/C Heat Rec. Light Rec. Heat A/C Equip. Other No. EWH -1 1.5 1 Heat 2 1.5 Site Lighting EWH -1 EWH -1 1.5 3 .5 4 1.5 TTB Receptacle EWH -1 EWH -1 1.5 5 4 6 1.5 1 EWH -1 EWH -1 1.5 7 8 1.5 EWH -1 EWH -1 1.5 9 1.0 7 10 1.5 EWH -1 Spare EWH -1 1 1 .1 12 10 Spare Voltage: 120/208 M1 ❑ House �� Panel IV H ❑ M13 M16 ❑ ❑ e M17 ❑ 120/208V., 30, 4W• Main: Bus: Main Lug Only Copper Amps: 225 M6 ❑ ❑ M10 ❑ M15 Mounting: Surface Phase: 3 M7 ❑ ❑ M11 1200 Amp Fused Main Switch Location: Mech. #111 Wire: 4 M4 OE3 M8 E3 O ❑ M12 O Remarks <Load (KW)> Cir. 20 Amp 1 Pole Cir. <Load (KW)> Remarks Light Rec. Heat A/C Equip. Other No. U.O.N. No. Other Equip. A/C Heat Rec. Light Site Lighting .4 1 2 .5 TTB Receptacle Elevator Cab Lighting 1.0 3 4 .5 1 TTB Receptacle Elevator Receptacle 1.0 5 6 1.1 Level Four Lighting Fire Alarm Control Panel 1.0 7 8 1.5 EWH -1 Elevator Pit .1 .5 9 10 1.5 EWH -1 Night Lighting 1.2 11 12 1.5 EWH -1 Night Lighting 1.2 13 4 14 1.1 A /C -1 Level One Lighting .8 15 16 1.2 Sump Pump Level One Lighting 1.5 17 18 .8 Receptacle Level One Lighting 1.7 19 20 .6 Receptacle Level One Lighting 1.3 21 22 .6 Receptacle Level One Lighting 1.7 23 24 .6 Receptacle Level Two Lighting .8 25 26 1.0 Receptacle Level Two Lighting 1.2 27 28 Spare Level Two Lighting 1.1 29 30 Spare Level Three Lighting .8 31 60 32 15.0 Panel "H2" Level Three Lighting 1.2 33 34 Level Three Lighting 1.1 35 36 Elevator 37 26.9 39 100 25 38 40 5.4 BP -A 41 42 4#3,1#8,1-1/4-C. 100 Amp, 3 -pole meter base (Typical of 8) M1 ❑ M5 ❑ 120/208V., 30, 4W. ❑ M9 ❑ M13 M16 ❑ ❑ e M17 ❑ 120/208V., 30, 4W• ❑ M18 ❑ M19 House House Panel Panel "H" -H29- 120/208V., 120/208V., 30, 4W. 30, 4W. 225 Amp TA 100 Amp M2 ❑ M6 ❑ ❑ M10 ❑ M15 ❑ M20 #6,1 #10,1 "C. M3 ❑ M7 ❑ ❑ M11 1200 Amp Fused Main Switch 100 Amp, 3 -pole meter base 600 Amp Fused Main Switch M4 OE3 M8 E3 O ❑ M12 O (Typical of 7) Utility Co. Transformer Transformer Pad by E.C. Exterior Riser room Primary 3 Sets of _ 1 4,2 "C. Conduit, pullwire service (4 #500(THHN),4 "C.) _ - 2 "C. with and installation Grounding Grounding pullwire by E.C. per NEC 2"C. with per NEC 1 1/4 "C. with pullwire pullwire 1 1/4"C. with Notes: pullwire 1. Contractor shall coordinate service with the local utility company prior to bid. Include all 1 1/4 "C. with utility company's requirements in bid. pullwire 2. Extend all conduits to appropriate tenant 3 Sets of 1 1/4"C. with spaces. Exact stub up locations shall be r(4 #500(THHN),4 "C.) pullwire verified prior to installation. ELEGTR I GAL RISER D I A6RAM 5GALE: NONE Elevator 335 Ridgepoint Drive ca Carmel, Indiana 46032 - 317.705.7979 (phone) 317.705.7980 (fax) a SEAL W :;pSTER Svc' ro = -5 -� No. 13968 's it _ _ 7D STATE :• LUZ c OF CZ INDIPak! 516FWTURE E DATE 00.13.05 COPYR16W a 0HERSHIP OF D0001EKM , nmmw cs AM wram a Cr saw= MV d ne 30.g rrzr rf MD FIDWR �COPfRbllr 7006 .1Me3 R 3NrOMK NN W W WaJS DATE 6.132005 PROJECT NO. 00000 CAD REFEFdffrE NO. AUfOGAD 2006 PLOT RAE NO. NONE DRMIN6 56ALE SEE DRAWIN6 REVISIONS PROJECT TITLE M� (A am 0 = Uj ca 2 Z OC �a 00 L16 0 O p� � az O FJ W LU HQ HV SHEET TITLE ELEGTRIGAL SGHEDULES RISER DIAGRAM SHEET NUM®ER FIRE AND COMMUNICATION Q Fire alarm pull station Combination fire alarm pull station /horn /strobe ® Combination fire alarm horn /strobe DFire alarm strobe light Fire alarm smoke detector Or Fire alarm thermal detector GO Fire alarm duct detector F.A.P. Q Fire alarm panel T-T-'- Telephone terminal board Telephone outlet location, 3/4" conduit with pullwire to above accessible ceiling Telephone /data outlet location, 3/4" conduit with pullwire to above accessible ceiling CIRCUITING /--� Conduit system concealed above ceiling Surface mounted conduit system — — — Conduit system under floor Homerun. Conduit system to panel as noted on drawings ❑J Junction box 0 — Conduit up Conduit down NOTE Not all symbols listed above are shown on plans. The symbol legend is used for reference of symbols shown on plans. See specifications for information related to symbols. Support structure 5GALE: NONE Caddy clip Beam clamp Conduit clips Conduit clips ___— Conduit clips Unistrut channel to support 400% of conduit weight r,nNI J I T SUPPORT DETAIL Panel designation Ground conductor(s) (if used) Phase conductor(s) Neutral conductor(s) /_ Switch leg or Go— between Notes: 1. #12 AWG is min. conductor size except as noted. 2. 3/4" conduit is min. Size except as capacity permitting 24 volt control conductors and switchlegs may be in 1/2" size, others as noted. 3. 1/2" is min. Flexsteel, Greenfield and Sealite size. 5GALE: NONE All conductors #12 AWG otherwise noted All conduit 3/4" unless otherwise noted Circuit No. designation Fr,TRIr,AI GIRGUIT WIRIN6 Aw U ARGHITE Nr GT / Fw EGT MANMEME Zro fn c f ro W � E COR Z • N Zf�� E.SI W �� U Z K 0 q V Js "` - 335 Ridgepoint Drive Carmel, Indiana 46032 Cl) 317.705.7979 (phone) Z ,r,r 317.705.7980 (fax) U U SEAL s _ . w W� ♦ ♦ ♦`��� oBERt,FS'% J 'r �sg, �� ;'�fGISTE/�r�''• �� V i W — = °c• ••��°= �ro • IM _ -a No. 13968 c _ 70 STATE • �' OANA _+���``♦ 516NAR RE E DATE 00.13.05 G0PYRI6HT t ONAERSNIP OF DCKUhENTS n�na�e�r � � �e�r ar 9HM6! ac d re 60.E PIGSe�K .71n =war c lMU s�coR �cIBN EraaR. ,E m, fts8Wi wo A►v PMGOR �6 GRYRbIir ]006 .LM PS R 91 MAK Mq NXAA P" DATE 6.13.2005 PROJECT NO. 00000 GAD REFEREW-E NO. AIITOGAD 2006 PLOT RANGE NO. NONE DRAHN6 SCALE 5EE DRAWIN6 REVISIONS PROJECT TITLE N am O Z H Z 3 0 In J 0 SHEET TITLE J LLI FM Q V L6 O ELEGTRIGAL DETAILS 5HEET HLHNR ca a NZ WQ 0 OZ a� J WW W� P Q V ELECTRICAL SYMBOLS LEGEND LIGHTING ® Wall mounted light fixture ® Industrial light fixture 0 Recessed light fixture 0 E Recessed light fixture with emergency battery pack i-p Exterior wall mounted light fixture �-o EM Exterior wall mounted light fixture with emergency battery pack ® Ceiling mounted exit sign F0 Wall mounted exit sign SWITCHES Single pole switch `F Fusable switch Cp Disconnect switch POWER =0 Duplex receptacle Quad receptacle Ground fault interupt receptacle =OWp Weatherproof, ground fault interupt receptacle 208/120v. Panel board Motor connection FIRE AND COMMUNICATION Q Fire alarm pull station Combination fire alarm pull station /horn /strobe ® Combination fire alarm horn /strobe DFire alarm strobe light Fire alarm smoke detector Or Fire alarm thermal detector GO Fire alarm duct detector F.A.P. Q Fire alarm panel T-T-'- Telephone terminal board Telephone outlet location, 3/4" conduit with pullwire to above accessible ceiling Telephone /data outlet location, 3/4" conduit with pullwire to above accessible ceiling CIRCUITING /--� Conduit system concealed above ceiling Surface mounted conduit system — — — Conduit system under floor Homerun. Conduit system to panel as noted on drawings ❑J Junction box 0 — Conduit up Conduit down NOTE Not all symbols listed above are shown on plans. The symbol legend is used for reference of symbols shown on plans. See specifications for information related to symbols. Support structure 5GALE: NONE Caddy clip Beam clamp Conduit clips Conduit clips ___— Conduit clips Unistrut channel to support 400% of conduit weight r,nNI J I T SUPPORT DETAIL Panel designation Ground conductor(s) (if used) Phase conductor(s) Neutral conductor(s) /_ Switch leg or Go— between Notes: 1. #12 AWG is min. conductor size except as noted. 2. 3/4" conduit is min. Size except as capacity permitting 24 volt control conductors and switchlegs may be in 1/2" size, others as noted. 3. 1/2" is min. Flexsteel, Greenfield and Sealite size. 5GALE: NONE All conductors #12 AWG otherwise noted All conduit 3/4" unless otherwise noted Circuit No. designation Fr,TRIr,AI GIRGUIT WIRIN6 Aw U ARGHITE Nr GT / Fw EGT MANMEME Zro fn c f ro W � E COR Z • N Zf�� E.SI W �� U Z K 0 q V Js "` - 335 Ridgepoint Drive Carmel, Indiana 46032 Cl) 317.705.7979 (phone) Z ,r,r 317.705.7980 (fax) U U SEAL s _ . w W� ♦ ♦ ♦`��� oBERt,FS'% J 'r �sg, �� ;'�fGISTE/�r�''• �� V i W — = °c• ••��°= �ro • IM _ -a No. 13968 c _ 70 STATE • �' OANA _+���``♦ 516NAR RE E DATE 00.13.05 G0PYRI6HT t ONAERSNIP OF DCKUhENTS n�na�e�r � � �e�r ar 9HM6! ac d re 60.E PIGSe�K .71n =war c lMU s�coR �cIBN EraaR. ,E m, fts8Wi wo A►v PMGOR �6 GRYRbIir ]006 .LM PS R 91 MAK Mq NXAA P" DATE 6.13.2005 PROJECT NO. 00000 GAD REFEREW-E NO. AIITOGAD 2006 PLOT RANGE NO. NONE DRAHN6 SCALE 5EE DRAWIN6 REVISIONS PROJECT TITLE N am O Z H Z 3 0 In J 0 SHEET TITLE J LLI FM Q V L6 O ELEGTRIGAL DETAILS 5HEET HLHNR ca a NZ WQ 0 OZ a� J WW W� P Q V S NOF S1 wv —X — storm manhole for = 831.42 inv n = 813.47 inv s = 81 1.42 (brick; nnDnlc'D- \sanitary manhole // —To—r-- 831. 62 {inv w = 82 .10 i �v e = 821.22 nv se = 82 .66 6" Locu — WTR 6" water -- lb 2-o )e inlet for = 836.04 inv s = 828 55 Q U > 0 — — rTlEt I 00 no t�.rrr' —.' for = 835.92 found \ inv n = 828.14 I inv w = 829.22 " WT�— WT� wv 12" rcp EAST MAIN STREET & FORTH LINE, SW 1/4, SEC.30— T18N —R4E asphalt "'" 6" water — WTR „ 2" Maple 2" Oak 2" Oar 2 ..nb a. El� •, o grass _ .. r brick s. n 1(0 �} Cl 3� s Drawn By Checked By 05/20/05 KM X� jlb� C.O. z cbU,t: 2--T/2--DOMESTIC WATER J ISOLATIONLVE , a W R W . I t 6" WA (VERIFY W/FIRE PROTECTION ;INSTALLER) ISOLATION VALVE on .1 POST INDICATOR VALVE o FIRE PROTECTION WATER \ 5 a2�. .> 3 2 —story -I "' :Y ')a" n,:� o UTILITY PLAN SCALE: 1" = 20' 0' 10' 20' 40' SCALE: 1" = 20' NORTH UTILITY GENERAL NOTES: 1 • IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 3• THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 11. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 12. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 13. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 14. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CARMEL'S UTILITY STANDARD DETAILS O UTILITY PLAN KEY NOTES 10 SEE 'P' SERIES DRAWINGS. 20 6" PVC SANITARY SEWER LATERAL 01.00% SLOPE 30 GAS METER LOCATION. ® NEW OUTSIDE DROP SANITARY MANHOLE CONNECTION PER DETAIL 02/C701 05 4" DIA. SCHEDULE 80 PVC CONDUIT W /TOP 12" BELOW PAVEMENT ELEVATION. CAP AND MARK LOCATION ON AN AS BUILT PLAN. © COORDINATE WATER MAIN TAPS W/ LOWERING OF WATER MAIN FOR DRY CONECTIONS LIGHT POLE LOCATION SEE DRAWING E101 ® TRANSFORMER AND BOLLARDS HOLEY MOLEY SAYS, "DON'T DIG BLIND" I 1- 800 -382 -5544 CALL -OLL =REE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF NDIAW Owner: Engineers: CSO SCHENKEL SHULTZ 260 P.asf 9616 Sheet, S— W 46240 I 311.898. 7800 F 317.574.0951 www.cwmc�n� In Association with: L'ACQUIS CONSULTING ENTERPRISES mc INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317} 706 -2075 Nil WWLPMT Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,' the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: UTILITY PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: OQ AR 00880145 -c :uT OF �ROHITEC� Drawing Number: C500 Project Number. 25179 IWEST CORNER UTHWEST 1/4, 30 -T18N -R4E STEEL PIN FD. 1 A MnCr A p1= al AM PLANTING SCHEDULE KEY BOTANICAL NAME COMMON NAME SIZE NOTES TREES GIN -B GINKGO BILOBA GINKGO 2 1/2--3- CAL B & B ( *2) GLE -S GLEDITSIA TRIANCANTHOS INERMIS VAR SKYLINE HONEYLOCUST 2 1/2--3- CAL B & B ( *2) CAR -B CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM 2 " -2 1/2" CAL B & B SHRUBS BUX -G BUXUS X 'GREEN GEM' GREEN GEM BOXWOOD 12 " -15" B & B, SPI -A SPIREA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 18 " -21" NO. 5 CONT. TAX -H TAXUS X MEDIA HICKSII HICK'S YEW 24 " -27" B & B, 3' 0. C. PERENNIALS \ANNUALS \GROUND COVERS \ORNAMENTAL GRASSES HEM -S HEMEROCALLIS ' STELLA D'ORO' STELLA D'ORO DAYLILLY 3 DIVISION NO. 1 CONT.( *1) MIS -S MISCANTHUS SINENSIS 'ZEBRINUS' ZEBRA GRASS NO. 3 CONT. 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. PEN -H PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAIN GRASS NO. 1 CONT. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY NOTE *1, PROVIDE 3 KING ALFRED DAFFODILS (TOP SIZE BULBS) PER DAYLILY. NOTE *2, PLANT PER DETAIL 17/C700. 0' 10' 20' 40' 1 1777771 SCALE: 1" = 20' 1" ABOVE 1" LAYER OF SHREDDED GRADE HARDWOOD MULCH C EAST MAIN STREET & g0RTH LINE, SW 1/4, SEC.30 T18N -R4E FIN. GRADE GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4 ". A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUND COVER OR FLOWER BED DETAIL NTS 3" LAYER OF SHREDDED HARDWOOD BARK MULCH - CAP PLANTING PIT W /ON SITE CLAY TOPSOIL PRIOR TO MULCHING (2 -3 ") EARTH SAUCER FIN. GRADE �� PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL & MULCH H EAVI LY. INSTALL FERTILIZER TABLETS OR SPIKES EXISTING SOIL OR SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT 6" MAX. I SETTLEMENT. SHRUB PLANTING DETAIL o2 NTS DOUBLE STRAND 12 GA. WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF— STAKES SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE—, Pte( /I'il��ll�lc�! CAP PLANTING PIT W/ 2 -3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER iI -III III mtl�' III NOTE: STAKE & GUY -I TREES AS SHOWN IF SOIL BACKFILL TO BE 75% 12 SITE CONDITIONS DICTATE TOPSOIL & 25% PEAT MAX. (TAMPED) REMOVE BINDING EXISTING SUBSOIL OR COMPACTED BACKFILL TREE PLANTING DETAIL o3 NTS PLANTING NOTES: 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR PLANT LIST (IF SHOWN), THE PLAN SHALL DICTATE. ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS KM PORTION OF WORK. 2. ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC COVER BEDS SHALL BE COVERED W/ 2" SHREDDED OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE MATERIAL PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON MANUFACTURER FOR EACH PLANT VARIETY. PLANS. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL 13, ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING AS NOTED. PERMANENT SODDED LAWNS SHALL BE SEED OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY SHALL BE AN APPROVED BLUEGRASS BLEND. AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL LINES W/ OCCASIONAL WOOD STAKES FOR REFERENCE. ALL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF STAKES SHALL BE REMOVED FOLLOWING PLANTING THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY TO ADJUST PLANT LOCATIONS ON THE SITE. AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. ACCEPTABLE STAND OF GRASS IS ESTABLISHED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS AND APPROVED OR REJECTED ON THE JOB SITE BY FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT. AFTER WRITTEN REQUEST FROM THE LANDSCAPE 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS CONTRACTOR. MAINTENANCE TO INCLUDE WATERING WEEDING, FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER AMERICAN ASSOCIATION OF NURSERYMEN. ESTABUSHMENT OF LAWNS AND PLANTINGS. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ 16• CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF CONSTRUCTION OPERATIONS AND AS DIRECTED BY WORK AS REQUIRED BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT ONES TO RECEIVE 8• ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FORA 4 -6 APPROVED TOPSOIL PRIOR TO SEEDING OR PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, SODDING OPERATIONS. PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO TOPSOIL AND 25 %APPROVED PEAT MOSS. TOP LAYER OF ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. BACKFILL SHALL BE 100 % EXISTING TOPSOIL A 5 -10 -5 9. LAWNS SHALL BE SODDED FOLLOWING SCARIFYING, FINAL ANALYSIS SLOW RELEASE FERTILIZER SHALL BE GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. FERTILIZED W/ 12 -12 -12 ANALYSIS FERT. AT A RATE OF 10Ibs. /1000s.f. AND LIME APPLIED AS DICTATED BY SOILS 19. FOR TREE PIT PLANTINGS SEE DETAILS AND SPECIFICATIONS TEST PRIOR TO SODDING. FOR STRUCTURAL PLANT MIX. LEGEND: PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREE PROPOSED EVERGREEN TREE O PROPOSED SHRUB HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL —OLL =PEE 1- 800 -428 -5200 FOR CALLS OUTSIDE 0" NJIANA Owner: Engineers: We CSO SCHENKEL SHULTZ 280n 960 8R S-200, 1ndim l- ,1946240 S 317 848.7800 F 317.574.0917 w.vw.— In Association with: ICEUACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 Eappst 96Th Street, Suite 280 India nygs20751a no 46240 Project: OLD TOWN SHOPS OF CARMEL 15 EAST MAIN ST. CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LANDSCAPE PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTY Certified By: 4Q' AR 00880145 -< saw IF INDIUM,, �R�HIZE�� Drawing Number: C600 Project Number: 25179