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HomeMy WebLinkAboutPacket for PC 02-18-25 DP/ADLS Request “Gramercy East” Docket No. PZ-2024-00242 DP and PZ-2024-00241 ADLS CITY OF CARMEL, INDIANA February 18, 2025 Carmel Plan Commission Applicant: Buckingham Properties, LLC Attorneys: Nelson & Frankenberger, LLC Jim Shinaver, Attorney Jon C. Dobosiewicz, Land Use Professional 317-844-0106 TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Exhibit 3. Site Plan 4. Detailed Development Plans 5. Multi-Family Buildings and Clubhouse Perspectives 6. Multi-Family Elevations 7. Landscape Plans 8. Monument Sign 9. Lighting Plans TAB 1 Explanation Gramercy East DP/ADLS Request Buckingham Properties, LLC (“Buckingham”) has filed applications for Development Plan (“DP”) and Architecture Design, Lighting, Landscape and Signage (“ADLS”) approval pertaining to the parcels of real estate consisting of approximately 33 acres which parcels are located along the east side of Kinzer Avenue and south of City Center Drive (collectively, the “Real Estate”). Behind Tab 2 is a site location map and the subject Real Estate that is the subject of the DP/ADLS request is shaded in red. The Real Estate is also referred to as “Gramercy East”. The Real Estate is currently zoned pursuant to the “2024 Gramercy PUD Amendment Ordinance, Ordinance”, No. 695-24, which was approved by the City Council on December 16, 2024. Further, the conceptual site plans and building designs for Gramercy East were reviewed earlier in 2024 by both the City Council and Redevelopment Commission as part of Buckingham working on issues related to the Gramercy TIF. The DP request pertains specifically to the urban residential component of the Gramercy East development consisting of approximately 19.3 acres which area will contain townhomes, multi-family and mixed-use buildings which will be situated at the southeast corner of City Center Drive and Kinzer Avenue. Behind Tab 3 is the Site Plan and Tab 4 are the Detailed Development Plans. The ADLS request pertains specifically to the multi-family buildings in Section C to be constructed within the Gramercy East development on approximately 13.5 acres which multi-family buildings will be located along the east side of Kinzer Avenue and south of City Center Drive. Behind Tabs 5, 6, 7, 8 and 9, respectively, are perspective images of the multi-family buildings and clubhouse, multi-family building elevations, landscape plans, monument sign and lighting plans. We look forward to presenting this request to the Plan Commission on February 18, 2025. Respectfully submitted, TAB 2 Gramercy Development Master Plan N NTS Gramercy West David Weekley Gramercy South Townhomes 5.5 Acres (61 Townhome Units) Ki n z e r A v e Carmel Dr 126th Street Ki n z e r A v e Conceptual and subject to change 01/15/2024 A. C. D. E. F. Stormwater Park, typ. Retention Basin Dedicated Open Space Am e n i t y / Bas k e t b a l l Po o l Dedicated Open Space B. Dedicated Open Space Neighborhood Connection Neighborhood Connection Ex. Bldg Ex. Bldg Ex. Bldg Ex. Bldg Kinzer Ave Extension .95 Acres Pool Plaza Carmel Market Place Retail 3.97 Acres 20K of Retail (260 Multi-family Units) (516 Parking Spaces ) G. H. Parking Garage 20K Retail Carmel Market Place 3.01 Acres (40 Townhome Units) (105 Age Restricted Units) +55 Older Tr a i l Dedicated Open Space Existing Gramercy East Multi-family 2.99 Acres (64 Multi-family Units) Gramercy East Condos & Retail 2.75 Acres +/- 30 Condos + 8K of Retail & Podium Parking Spaces Kinzer Ave Townhomes Opportunity 3.98 Acres (43 Townhome Units) Gramercy East Multi-family 13.19 Acres (342 Multi-family Units) 126th Street Towhhomes 3.38 Acres (63 Townhomes Units) Dedicated Park Space Opportunity 1.38 Acres 265 104 4t h F l o o r B a l c o n y +8 Townhome Units Area "A" ADLS By Others TAB 3 0 50' 100' 200' Scale: 1"=100' North Carmel Dr. 126th Street Ki n z e r A v e Ki n z e r A v e Area A, ADLS By Others Future Development Area Future Development Area Gramercy Phase 01 - Carmel, IN Overall Plan Conceptual Only - Subject to Change 0 50' 100' 200' Scale: 1"=100' North 0 50' 100' 200' Scale: 1"=100' North Ki n z e r A v e Ki n z e r A v e Area A, ADLS By Others Future Development Area 0 30' 60' 120' Scale: 1"=60' North Gramercy Phase 01 - Carmel, IN Enlarged Plan Conceptual Only - Subject to Change TAB 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.0 OV E R A L L S I T E PL A N SITE SUMMARY GENERAL PLAN NOTES PAVING LEGEND NORTH SEE THIS SHEET SEE THIS SHEET MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 3 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.1 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 3 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.2 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.3 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.4 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.5 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.6 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.7 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH TAB 5 A232 PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 JANUARY 31, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT 02/05/2025 VIEW LOOKING AT FRONT OF APARTMENTS (LIGHT COLOR SCHEME) EX T E R I O R V I E W S A233 PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 JANUARY 31, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT 02/05/2025 VIEW LOOKING AT BACK OF APARTMENTS (DARK COLOR SCHEME) EX T E R I O R V I E W S 5   $    $    $    $                                                                                           /2 % % <  5( & ( 3 7 , 2 1  2) ) , & (  :2 5 . 5 2 2 0  , 7  )2 & 8 6  +8 ' ' / (  5 2 2 0  )2 & 8 6  63 2 5 7 6  / 2 8 1 * (  62 & , $ /  / 2 8 1 * (  2) ) , & (  ), 7 1 ( 6 6  &2 5 5 , ' 2 5  *< 0 1 $ 6 , 8 0  :2 0 ( 1 6  5 ( 6 7 5 2 2 0  0( 1 6  5 ( 6 7 5 2 2 0  0( & +                                                                                                                                                         3$ & . $ * (  5 2 2 0  -$ 1 , 7 2 5  &+ ( 0   5 2 2 0  &+ ( 0   5 2 2 0  32 2 /  ( 4 8 , 3 0 ( 1 7  32 2 /  5 ( 6 7 5 2 2 0  02 ' ( /  8 1 , 7 6 ( (  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:::                                                                                                               % *  % *       :*  E :*  D :*  D :*  D :*  D :*  D :*D :*D :*  E :*D :*E :*E :*  D :*  E :*  D :%  :% )'    :*E :*E :*  D :*  D :*D:*D :*E:*  E :*  D :*E :*  E :*E :*  E :*D :*  D :*  E :*  E :*E :*  E :*  E :*  D :*  E :*D:*D :*  E :*  D :*  D :*  D :*D :*D     $3 $ 5 7 0 ( 1 7  % 8 , / ' , 1 * 6  7 2  % (  (4 8 , 3 3 ( '  : , 7 +  1 ) 3 $    5  6 3 5 , 1 . / ( 5  6< 6 7 ( 0      81 , 7 6  , 1  7 + , 6  6 ( 7  / , 6 7 ( '  $ 6   $ 1 6 ,   $ 5 (  '( 6 , * 1 ( '  $ 6  $       $ 1 6 ,  7< 3 (  $ 81 , 7 6   $/ /  2 7 + ( 5  ) , 5 6 7  ) / 2 2 5  8 1 , 7 6  $ 5 (  '( 6 , * 1 ( '  $ 6  $       $ 1 6 ,  7< 3 (  % 81 , 7 6   $/ /  ) , 5 6 7  ) / 2 2 5  8 1 , 7 6  $ 5 (  7 2  &2 0 3 / <  : , 7 +  7 + (  $ & & ( 6 6 , % , / , 7 <  &2 ' ( 6  / , 6 7 ( '  2 1  7 + (  & 2 9 ( 5  6 + ( ( 7    5( ) ( 5  7 2  $     6 ( 5 , ( 6  ) 2 5  8 1 , 7  3/ $ 1 6   8 1 , 7  ' , 0 ( 1 6 , 2 1 6   5 2 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7 , 2 1  + $ 1 ' % 2 2 .  /, 0 , 7 , 1 *  ( ; 3 $ 1 6 ( 6  7 2  7 + , 5 7 <  ) ( ( 7     $/ /  & ( , / , 1 * 6  + ( , * + 7 6  , 1  8 1 , 7 6  $ 5 (     $  )  )     $/ /  6 / 2 3 ( '  & 2 1 & 5 ( 7 (  6 8 5 ) $ & ( 6  $ 5 (  72  5 ( & ( , 9 (  % 5 2 2 0  ) , 1 , 6 +    5( )   , '      ) , 1 , 6 +  ) / 2 2 5  3 / $ 1  ) 2 5  $' , 7 , 2 1 $ /  , 1 ) 2  *( 1 ( 5 $ /  1 2 7 ( 6 ), 5 (  ( ; 6 7 , 1 * 8 , 6 + ( 5  , 1  6 ( 0 ,  5 ( & ( 6 6 ( '  &$ % , 1 ( 7   6 ( (     $       ;    $ / 8 0 , 1 8 0  ' 2 : 1 6 3 2 8 7    ;      $ 7 7 , &  $ & & ( 6 6  %$ 6 . ( 7 % $ / /  $ 1 '  3 , & . / ( % $ / /  & 2 8 5 7  *$ 0 ( / , 1 ( 6   6( (  ) , 1 , 6 +  3 / $ 1 6  ) 2 5  02 5 (  , 1 ) 2 5 0 $ 7 , 2 1  3, & . / ( % $ / /  3 2 6 7  , 1 6 ( 5 7  : , 7 +  & 2 9 ( 5   6( (  6 7 5 8 & 7 8 5 $ /  ' 5 $ : , 1 * 6  ) 2 5  6 / $ %  &2 1 ' , 7 , 2 1 6  7( / ( 6 & 2 3 , 1 *  5 ( 7 5 $ & 7 $ % / (  %$ 6 . ( 7 % $ / /  * 2 $ /   0 2 8 1 7 ( '  7 2  : $ / /   6( (  6 7 5 8 & 7 8 5 $ /  ) 2 5  $ 7 7 $ & + 0 ( 1 7  5( 4 8 , 5 ( 0 ( 1 7 6  $7 + / ( 7 , &  : $ / /  3 $ ' 6 3/ $ 1  1 2 7 ( 6  352-(&7 '5$:,1*7,7/(6($/6+((7352-(&7,1)25(9,6,216 $5 & + , 7 ( & 7 *&  & 0 &/ , ( 1 7 $X W R G H V N  ' R F V         B % X F N L Q J K D P B * U D P H U F \ $ S D U W P H Q W V       B % + * U D PH U F \ B $ P H Q L W L H V B & H Q W U D O  U Y W                  3 0     -$ 1 8 $ 5 <              ' '  6 ( 7 $   &/8%+286()/225 3/$1 %8&.,1*+$0$7 *5$0(5&< 6& $ / (               ),5 6 7  ) / 2 2 5  3 / $ 1  '( 6 & 5 , 3 7 , 2 1 '$ 7 ( TAB 6 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N N 2 4%4%4% A A 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 4' - 10 1/4"11' - 2"5' - 9 1/2" 5' - 7 3/4" 1' - 7" 4' - 4 1/2" 5' - 0"8' - 7 1/2"6' - 1 1/2" 1' - 6 3/4" 5' - 7" 5' - 10 1/4"12' - 8 1/2"5' - 8" 5' - 9 1/4" 1' - 6 3/4" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 1' - 6 3/4" 5' - 7" 5' - 10 1/4" 5' - 8 1/4"7' - 4"5' - 10 1/4" 5' - 7" 1' - 3" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4" 1' - 6 3/4" 5' - 7" 5' - 10 1/4" 5' - 10" 5' - 9 3/4" 16' - 0 1/4"11' - 5 1/4"1' - 7"24' - 1 1/2"1' - 6 3/4"11' - 5 1/4"12' - 8 1/2"11' - 5 1/4"1' - 6 3/4"25' - 6"1' - 6 3/4"11' - 5 1/4"13' - 0 1/4"11' - 5 1/4"1' - 3"25' - 6"1' - 6 3/4"11' - 5 1/4"11' - 7 3/4" 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 3' - 2 3 / 4 " 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"5' - 4 1/2" 5' - 6 1/4" 6' - 7 3/4" 4' - 0" 6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0" 3' - 6 1/2" 6' - 7 3/4" 5' - 6 1/4" 5' - 4 1/4" 5' - 0 1/4" 5' - 5"6' - 9" 4' - 10 1/2" 5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"32' - 9 3/4"11' - 0"11' - 5 1/4"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" 7 1 / 2 " B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 5' - 0 " 5 ' - 1 1 1 / 2 " 19 ' - 0 1 / 4 " 23 ' - 5 3 / 4 " 7' - 4 " 5' - 0 " 5' - 0 " 27 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 3' - 0 1/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 0 1/2" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 5' - 10" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"5' - 5"5' - 2"6' - 8 1/2" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 2' - 2" 5' - 0" 4' - 8 1/2" 5' - 5"5' - 7" 5' - 4 1/4"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 10" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 3' - 0 1/2" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 3' - 0 1/4"21' - 5 3/4"12' - 7"6' - 8"23' - 7"10' - 4 1/2"53' - 10"53' - 2 1/4"21' - 5 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2" 38' - 8 1/2"64' - 2 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"16' - 10 1/4"11' - 8 1/2"5' - 0" 6' - 0 1/2" 2' - 7" 3' - 4" 2' - 9 1/2" 7' - 3"24' - 1 1/2"7' - 9 1/2"8' - 3"6' - 0 1/2" 5' - 0"12' - 10 3/4"24' - 5"15' - 9 1/4"6' - 5 1/4" 5' - 0" 5' - 5 1/4" 7' - 1 3/4"11' - 8"5' - 9 3/4" 206' - 2 1/2" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 33 3 B B D D F F H H K K M M P P 1 1 2 2 3 3 O O 666 C C E E G G J J L L N NA A 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"21' - 4 1/4"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7"10' - 5"10' - 11 1/2"5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 4 3/4"43' - 9 3/4"20' - 4 3/4"21' - 5 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"2' - 9 1/2" 6' - 8"16' - 0 1/2"24' - 7 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"2' - 9 1/2" 6' - 8"16' - 0 1/2"24' - 7 3/4" 4' - 10 1/4"16' - 10 1/4"11' - 8 1/2"5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2"31' - 4 1/2"7' - 4"14' - 9"5' - 0"5' - 9"7' - 1 3/4"24' - 5"9' - 11 1/4"6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4" 7' - 1 3/4"11' - 8"5' - 9 3/4" PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N N 2 8 8 8 8 8 8 A A 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N N 2 4%4%4% A A 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 4' - 10 1/4"11' - 2"5' - 9 1/2" 5' - 7 3/4" 1' - 7" 4' - 4 1/2" 5' - 0"8' - 7 1/2"6' - 1 1/2" 1' - 6 3/4" 5' - 7" 5' - 10 1/4"12' - 8 1/2"5' - 8" 5' - 9 1/4" 1' - 6 3/4" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 1' - 6 3/4" 5' - 7" 5' - 10 1/4" 5' - 8 1/4"7' - 4"5' - 10 1/4" 5' - 7" 1' - 3" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4" 1' - 6 3/4" 5' - 7" 5' - 10 1/4" 5' - 10" 5' - 9 3/4" 16' - 0 1/4"11' - 5 1/4"1' - 7"24' - 1 1/2"1' - 6 3/4"11' - 5 1/4"12' - 8 1/2"11' - 5 1/4"1' - 6 3/4"25' - 6"1' - 6 3/4"11' - 5 1/4"13' - 0 1/4"11' - 5 1/4"1' - 3"25' - 6"1' - 6 3/4"11' - 5 1/4"11' - 7 3/4" 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 3' - 2 3 / 4 " 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"5' - 4 1/2" 5' - 6 1/4" 6' - 7 3/4" 4' - 0" 6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0" 3' - 6 1/2" 6' - 7 3/4" 5' - 6 1/4" 5' - 4 1/4" 5' - 0 1/4" 5' - 5"6' - 9" 4' - 10 1/2" 5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"32' - 9 3/4"11' - 0"11' - 5 1/4"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" 7 1 / 2 " B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 5' - 0 " 5 ' - 1 1 1 / 2 " 19 ' - 0 1 / 4 " 23 ' - 5 3 / 4 " 7' - 4 " 5' - 0 " 5' - 0 " 27 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 3' - 0 1/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 0 1/2" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 5' - 10" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"5' - 5"5' - 2"6' - 8 1/2" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 2' - 2" 5' - 0" 4' - 8 1/2" 5' - 5"5' - 7" 5' - 4 1/4"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 10" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 3' - 0 1/2" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 3' - 0 1/4"21' - 5 3/4"12' - 7"6' - 8"23' - 7"10' - 4 1/2"53' - 10"53' - 2 1/4"21' - 5 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2" 38' - 8 1/2"64' - 2 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"16' - 10 1/4"11' - 8 1/2"5' - 0" 6' - 0 1/2" 2' - 7" 3' - 4" 2' - 9 1/2" 7' - 3"24' - 1 1/2"7' - 9 1/2"8' - 3"6' - 0 1/2" 5' - 0"12' - 10 3/4"24' - 5"15' - 9 1/4"6' - 5 1/4" 5' - 0" 5' - 5 1/4" 7' - 1 3/4"11' - 8"5' - 9 3/4" 206' - 2 1/2" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 33 3 B B D D F F H H K K M M P P 1 1 2 2 3 3 O O 666 C C E E G G J J L L N NA A 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"21' - 4 1/4"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7"10' - 5"10' - 11 1/2"5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 4 3/4"43' - 9 3/4"20' - 4 3/4"21' - 5 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"2' - 9 1/2" 6' - 8"16' - 0 1/2"24' - 7 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"2' - 9 1/2" 6' - 8"16' - 0 1/2"24' - 7 3/4" 4' - 10 1/4"16' - 10 1/4"11' - 8 1/2"5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2"31' - 4 1/2"7' - 4"14' - 9"5' - 0"5' - 9"7' - 1 3/4"24' - 5"9' - 11 1/4"6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4" 7' - 1 3/4"11' - 8"5' - 9 3/4" PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N N 2 8 8 8 8 8 8 A A 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N N 2 4%4%4% A A 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 4' - 10 1/4"11' - 2"5' - 9 1/2" 5' - 7 3/4" 1' - 7" 4' - 4 1/2" 5' - 0"8' - 7 1/2"6' - 1 1/2" 1' - 6 3/4" 5' - 7" 5' - 10 1/4"12' - 8 1/2"5' - 8" 5' - 9 1/4" 1' - 6 3/4" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 1' - 6 3/4" 5' - 7" 5' - 10 1/4" 5' - 8 1/4"7' - 4"5' - 10 1/4" 5' - 7" 1' - 3" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4" 1' - 6 3/4" 5' - 7" 5' - 10 1/4" 5' - 10" 5' - 9 3/4" 16' - 0 1/4"11' - 5 1/4"1' - 7"24' - 1 1/2"1' - 6 3/4"11' - 5 1/4"12' - 8 1/2"11' - 5 1/4"1' - 6 3/4"25' - 6"1' - 6 3/4"11' - 5 1/4"13' - 0 1/4"11' - 5 1/4"1' - 3"25' - 6"1' - 6 3/4"11' - 5 1/4"11' - 7 3/4" 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 3' - 2 3 / 4 " 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"5' - 4 1/2" 5' - 6 1/4" 6' - 7 3/4" 4' - 0" 6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0" 3' - 6 1/2" 6' - 7 3/4" 5' - 6 1/4" 5' - 4 1/4" 5' - 0 1/4" 5' - 5"6' - 9" 4' - 10 1/2" 5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"32' - 9 3/4"11' - 0"11' - 5 1/4"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" 7 1 / 2 " B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 5' - 0 " 5 ' - 1 1 1 / 2 " 19 ' - 0 1 / 4 " 23 ' - 5 3 / 4 " 7' - 4 " 5' - 0 " 5' - 0 " 27 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 3' - 0 1/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 0 1/2" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 5' - 10" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"5' - 5"5' - 2"6' - 8 1/2" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 2' - 2" 5' - 0" 4' - 8 1/2" 5' - 5"5' - 7" 5' - 4 1/4"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 10" 8 1/2" 3' - 4" 3' - 4" 8 1/2" 3' - 0 1/2" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 3' - 0 1/4"21' - 5 3/4"12' - 7"6' - 8"23' - 7"10' - 4 1/2"53' - 10"53' - 2 1/4"21' - 5 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2" 38' - 8 1/2"64' - 2 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"16' - 10 1/4"11' - 8 1/2"5' - 0" 6' - 0 1/2" 2' - 7" 3' - 4" 2' - 9 1/2" 7' - 3"24' - 1 1/2"7' - 9 1/2"8' - 3"6' - 0 1/2" 5' - 0"12' - 10 3/4"24' - 5"15' - 9 1/4"6' - 5 1/4" 5' - 0" 5' - 5 1/4" 7' - 1 3/4"11' - 8"5' - 9 3/4" 206' - 2 1/2" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 33 3 B B D D F F H H K K M M P P 1 1 2 2 3 3 O O 666 C C E E G G J J L L N NA A 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"21' - 4 1/4"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7"10' - 5"10' - 11 1/2"5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 4 3/4"43' - 9 3/4"20' - 4 3/4"21' - 5 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"2' - 9 1/2" 6' - 8"16' - 0 1/2"24' - 7 3/4" 29' - 0 1/2"14' - 8 1/4"6' - 8" 2' - 9 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"2' - 9 1/2" 6' - 8"16' - 0 1/2"24' - 7 3/4" 4' - 10 1/4"16' - 10 1/4"11' - 8 1/2"5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2"31' - 4 1/2"7' - 4"14' - 9"5' - 0"5' - 9"7' - 1 3/4"24' - 5"9' - 11 1/4"6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4" 7' - 1 3/4"11' - 8"5' - 9 3/4" PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N N 2 8 8 8 8 8 8 A A 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 182' - 6 1/4" 11' - 1 3/4"31' - 10"32' - 4 1/2"31' - 10"32' - 4 1/2"31' - 9 3/4"11' - 1 3/4" 65 ' - 9 1 / 2 " 5' - 0 " 33 ' - 1 1 3 / 4 " 21 ' - 9 3 / 4 " 5' - 0 " 5' - 0 " 5 ' - 1 1 1 / 2 " 21 ' - 1 1 1 / 4 " 6' - 1 " 14 ' - 6 3 / 4 " 7' - 3 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 21 ' - 9 3 / 4 " 12 ' - 2 " 21 ' - 9 3 / 4 " 5' - 0 " 7' - 3 " 14 ' - 6 3 / 4 " 6' - 1 " 6' - 1 " 15 ' - 1 0 1 / 4 " 5' - 1 1 1 / 2 " 182' - 6 1/4" 5' - 6"5' - 6" 14' - 3 3/4"25' - 6"38' - 8 1/2"25' - 6"39' - 0 1/4"25' - 2 1/4"14' - 3 3/4" 3' - 3 3/4"11' - 0"25' - 6"11' - 0"16' - 8 1/4"11' - 0"25' - 6"11' - 0"17' - 0 1/4"11' - 0"25' - 2 1/4"11' - 0"3' - 3 3/4" 3' - 3 3/4"5' - 9"5' - 3" 4' - 8" 3' - 7"11' - 1 1/2"6' - 1 1/2" 5' - 3"5' - 9"16' - 8 1/4"5' - 10 1/2" 5' - 1 1/2" 6' - 1 1/2"8' - 7 1/2"3' - 7"7' - 2"5' - 1 3/4" 5' - 10 1/4"17' - 0 1/4"5' - 4 3/4" 5' - 7 1/4" 6' - 1 1/2"8' - 7 1/2"3' - 7" 6' - 10 1/4" 5' - 3 1/2" 5' - 8 1/2" 3' - 3 3/4" 111 2 2 2 2 22 22 2 22 2 5 5 55 55 99 99 +- +- +- +- 11' - 1 3/4"20' - 4 3/4"11' - 5 1/4"11' - 0"10' - 4 1/2"11' - 0"10' - 6 1/2"21' - 3 1/4"11' - 0"10' - 4 1/2"11' - 0"11' - 5 1/4"20' - 4 3/4"11' - 1 3/4" 5' - 6 3/4" 5' - 7" 3' - 10" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 6 1/4" 5' - 5 3/4" 5' - 2" 5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 4' - 8 1/2" 5' - 5 3/4" 5' - 6 1/4" 5' - 4 1/4" 5' - 0 1/4" 5' - 5"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 10" 5' - 7" 5' - 6 3/4" C C E E G G J J M M 1 1 2 2 3 3 O O B B D D F F H H L L N N A A 31' - 10"32' - 4 1/2"31' - 10"32' - 4 1/2"31' - 9 3/4" 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 5' - 0 " 5' - 0 " 5 ' - 1 1 1 / 2 " 42 ' - 7 " 7' - 3 " 5' - 0 " 3' - 3 3/4"11' - 0"16' - 0 1/2"6' - 8" 2' - 9 1/2"11' - 0"16' - 8 1/4"11' - 0"2' - 9 1/2" 6' - 8"16' - 0 1/2"11' - 0"17' - 0 1/4"11' - 0"2' - 9 1/2" 6' - 8"15' - 8 3/4"11' - 0" 3' - 3 3/4"11' - 0"4' - 8" 3' - 7" 8' - 3 3/4" 2' - 10" 2' - 10" 3' - 3 1/2" 11' - 0"16' - 8 1/4"11' - 0" 3' - 3 3/4" 2' - 10" 2' - 10" 5' - 9 3/4" 3' - 7"7' - 2"11' - 0"17' - 0 1/4"5' - 4 3/4" 5' - 7 1/4" 3' - 3 1/2" 2' - 10" 2' - 10" 5' - 9 3/4" 3' - 7" 6' - 10 1/4"11' - 0" 111 2 2 2 2 22 22 2 22 2 19' - 11 1/2"11' - 10 1/2"11' - 0"10' - 4 1/2"11' - 0"11' - 5"20' - 5"11' - 0"10' - 4 1/2"11' - 0"11' - 10 1/2"19' - 11 1/4" 4' - 11" 3' - 10" 5' - 0"7' - 1" 4' - 0 1/2" 5' - 10" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"5' - 5"5' - 2" 6' - 5 3/4" 3' - 4 1/2" 7' - 1"5' - 0" 4' - 8 1/2" 5' - 5"5' - 7" 5' - 4 1/4" 5' - 0 1/4" 5' - 5"5' - 7" 6' - 0 1/2" 5' - 10" 4' - 0 1/2" 7' - 1"5' - 0" 3' - 10" 5' - 3" C C E E G G J J M M 1 1 2 2 3 3 O O B B D D F F H H L L N N A A 5' - 0 " 7' - 3 " 42 ' - 7 " 5' - 1 1 1 / 2 " 5' - 0 " 182' - 6 1/4" 3' - 3 3/4" 3' - 3 3/4" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 33 3 666 111 2 2 2 2 22 22 2 22 2 31' - 10"32' - 4 1/2"31' - 10"32' - 7 1/4"31' - 7" 65 ' - 9 1 / 2 " 65 ' - 6 3 / 4 " 60 ' - 9 1 / 2 " 5' - 0 " 12 ' - 3 " 42 ' - 7 " 5' - 1 1 1 / 2 " 5' - 0 " 5' - 0 " 60 ' - 6 3 / 4 " 5' - 0 " 5 ' - 8 3 / 4 " 42 ' - 7 " 12 ' - 3 " 182' - 6 1/4" 14' - 6 1/2"25' - 0 1/2"38' - 10 1/4"25' - 6 3/4"39' - 3"24' - 11 1/2"14' - 3 3/4" 3' - 3"11' - 3 1/2"15' - 9 3/4"6' - 8" 2' - 6 3/4"11' - 3 1/2"16' - 6 3/4"11' - 0"2' - 10 1/4" 6' - 8"16' - 0 1/2"11' - 0 3/4"16' - 10 3/4"11' - 3 1/2"2' - 6 3/4" 6' - 8"15' - 8 3/4"11' - 0 3/4"3' - 3" 3' - 3"11' - 3 1/2"4' - 5 1/4" 3' - 7" 8' - 3 3/4" 2' - 10" 2' - 10" 3' - 0 3/4" 5' - 5 3/4" 5' - 9 3/4"16' - 6 3/4"5' - 11 1/4" 5' - 0 3/4" 3' - 4 1/2" 2' - 10" 2' - 10" 5' - 9 3/4" 3' - 7"7' - 2"5' - 1 3/4" 5' - 11"16' - 10 3/4"5' - 5 1/2" 5' - 10" 3' - 0 3/4" 2' - 10" 2' - 10" 5' - 9 3/4" 3' - 7" 6' - 10 1/4" 5' - 3 1/2" 5' - 9 1/4" 3' - 3" 19' - 11 1/2"11' - 10 1/2"11' - 0 3/4"10' - 3"11' - 0 3/4"11' - 5"20' - 5"11' - 0 3/4"10' - 3"11' - 3 1/2"11' - 7 3/4"19' - 11 1/4" 4' - 11" 3' - 10" 5' - 0"7' - 1" 4' - 0 1/2" 5' - 10" 6' - 0 1/2" 5' - 7" 5' - 5 3/4" 4' - 11 1/4" 5' - 3 3/4" 5' - 7 3/4" 5' - 5"5' - 2" 6' - 5 3/4" 3' - 4 1/2" 7' - 1"5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2" 4' - 11 1/2" 5' - 5 3/4" 5' - 9 3/4" 5' - 9 3/4" 5' - 10" 4' - 0 1/2" 7' - 1"5' - 0" 3' - 10" 5' - 3" C C E E G G J J M M 1 1 2 2 3 3 O O B B D D F F H H L L N N A A PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 2 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 8 8 8 8 8 8 3 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 10" / 12"10" / 12"10" / 12"10" / 12" 3" / 12"3" / 12" 1 1 1 C C E E G G J J M M 1 1 2 2 3 3 O O B B D D F F H H L L N N A A ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 2 4%4%4% 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 29' - 0 1/4"24' - 1 3/4"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"18' - 8 1/4"5' - 5 3/4" 4' - 4 3/4" 5' - 0"8' - 7 1/2"6' - 1 1/2"5' - 7"27' - 5 3/4"5' - 7 1/2" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 5' - 7 3/4"13' - 0 1/2"14' - 0 3/4"5' - 11 1/2" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4"18' - 10"5' - 9 3/4" 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"10' - 10 3/4"10' - 7 1/2"6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0"10' - 2 1/4"5' - 6 1/4" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 12 ' - 4 " 16 ' - 9 3 / 4 " 3' - 9 " 2' - 1 1 " 19 ' - 0 1 / 4 " 10 ' - 1 1 1 / 2 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 10 ' - 1 1 1 / 2 " 16 ' - 1 1 / 4 " 5' - 1 0 " 20 ' - 7 3 / 4 " 12 ' - 3 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 4' - 10"11' - 4 3/4"5' - 5 3/4" 3' - 7 1/4" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 6' - 6 1/2" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"10' - 7"10' - 9"6' - 2 1/2" 5' - 0"10' - 1 1/2"5' - 7" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"9' - 10 1/2"7' - 1"5' - 0"9' - 1"11' - 4 3/4" 21' - 8 1/2"12' - 4 1/4"6' - 8"23' - 7"10' - 4 1/2"53' - 10"52' - 11 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 9" 2' - 10 1/2"2' - 10 1/2" 3' - 3" 5' - 3"5' - 9"7' - 8 1/4"9' - 0 1/4"5' - 4 1/4" 5' - 7 3/4" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 3 1/2" 5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"9' - 0 1/4"7' - 8 1/4"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/2"9' - 4 1/2"5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4"20' - 4 3/4"5' - 0"11' - 4 3/4"5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2"9' - 5 1/2"5' - 7 1/4" 5' - 0"16' - 5 1/4"7' - 10"5' - 10" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 33 3 666 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 29' - 0 1/2"24' - 1 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"11' - 0 3/4"10' - 3 1/2"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7" 5' - 5 3/4" 4' - 11 1/4" 5' - 3 3/4" 5' - 7 3/4" 5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 5 1/2"43' - 9"20' - 4 3/4"21' - 5 3/4" 18' - 0 1/4"11' - 0"14' - 8 1/4"6' - 8" 2' - 9 1/2"11' - 0"16' - 8 1/2"11' - 0"25' - 6"11' - 0"16' - 8 1/2"10' - 11 3/4"2' - 9 1/2" 6' - 8"16' - 0 1/2"11' - 0"13' - 7 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4" 5' - 7 3/4"14' - 9"5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 2 8 8 8 8 8 8 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " 4" / 12" 3" / 12" ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 2 4%4%4% 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 29' - 0 1/4"24' - 1 3/4"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"18' - 8 1/4"5' - 5 3/4" 4' - 4 3/4" 5' - 0"8' - 7 1/2"6' - 1 1/2"5' - 7"27' - 5 3/4"5' - 7 1/2" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 5' - 7 3/4"13' - 0 1/2"14' - 0 3/4"5' - 11 1/2" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4"18' - 10"5' - 9 3/4" 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"10' - 10 3/4"10' - 7 1/2"6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0"10' - 2 1/4"5' - 6 1/4" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 12 ' - 4 " 16 ' - 9 3 / 4 " 3' - 9 " 2' - 1 1 " 19 ' - 0 1 / 4 " 10 ' - 1 1 1 / 2 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 10 ' - 1 1 1 / 2 " 16 ' - 1 1 / 4 " 5' - 1 0 " 20 ' - 7 3 / 4 " 12 ' - 3 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 4' - 10"11' - 4 3/4"5' - 5 3/4" 3' - 7 1/4" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 6' - 6 1/2" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"10' - 7"10' - 9"6' - 2 1/2" 5' - 0"10' - 1 1/2"5' - 7" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"9' - 10 1/2"7' - 1"5' - 0"9' - 1"11' - 4 3/4" 21' - 8 1/2"12' - 4 1/4"6' - 8"23' - 7"10' - 4 1/2"53' - 10"52' - 11 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 9" 2' - 10 1/2"2' - 10 1/2" 3' - 3" 5' - 3"5' - 9"7' - 8 1/4"9' - 0 1/4"5' - 4 1/4" 5' - 7 3/4" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 3 1/2" 5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"9' - 0 1/4"7' - 8 1/4"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/2"9' - 4 1/2"5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4"20' - 4 3/4"5' - 0"11' - 4 3/4"5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2"9' - 5 1/2"5' - 7 1/4" 5' - 0"16' - 5 1/4"7' - 10"5' - 10" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 33 3 666 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 29' - 0 1/2"24' - 1 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"11' - 0 3/4"10' - 3 1/2"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7" 5' - 5 3/4" 4' - 11 1/4" 5' - 3 3/4" 5' - 7 3/4" 5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 5 1/2"43' - 9"20' - 4 3/4"21' - 5 3/4" 18' - 0 1/4"11' - 0"14' - 8 1/4"6' - 8" 2' - 9 1/2"11' - 0"16' - 8 1/2"11' - 0"25' - 6"11' - 0"16' - 8 1/2"10' - 11 3/4"2' - 9 1/2" 6' - 8"16' - 0 1/2"11' - 0"13' - 7 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4" 5' - 7 3/4"14' - 9"5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 2 8 8 8 8 8 8 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " 4" / 12" 3" / 12" ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 2 4%4%4% 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 29' - 0 1/4"24' - 1 3/4"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"18' - 8 1/4"5' - 5 3/4" 4' - 4 3/4" 5' - 0"8' - 7 1/2"6' - 1 1/2"5' - 7"27' - 5 3/4"5' - 7 1/2" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 5' - 7 3/4"13' - 0 1/2"14' - 0 3/4"5' - 11 1/2" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4"18' - 10"5' - 9 3/4" 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"10' - 10 3/4"10' - 7 1/2"6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0"10' - 2 1/4"5' - 6 1/4" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 12 ' - 4 " 16 ' - 9 3 / 4 " 3' - 9 " 2' - 1 1 " 19 ' - 0 1 / 4 " 10 ' - 1 1 1 / 2 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 10 ' - 1 1 1 / 2 " 16 ' - 1 1 / 4 " 5' - 1 0 " 20 ' - 7 3 / 4 " 12 ' - 3 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 4' - 10"11' - 4 3/4"5' - 5 3/4" 3' - 7 1/4" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 6' - 6 1/2" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"10' - 7"10' - 9"6' - 2 1/2" 5' - 0"10' - 1 1/2"5' - 7" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"9' - 10 1/2"7' - 1"5' - 0"9' - 1"11' - 4 3/4" 21' - 8 1/2"12' - 4 1/4"6' - 8"23' - 7"10' - 4 1/2"53' - 10"52' - 11 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 9" 2' - 10 1/2"2' - 10 1/2" 3' - 3" 5' - 3"5' - 9"7' - 8 1/4"9' - 0 1/4"5' - 4 1/4" 5' - 7 3/4" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 3 1/2" 5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"9' - 0 1/4"7' - 8 1/4"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/2"9' - 4 1/2"5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4"20' - 4 3/4"5' - 0"11' - 4 3/4"5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2"9' - 5 1/2"5' - 7 1/4" 5' - 0"16' - 5 1/4"7' - 10"5' - 10" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 33 3 666 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 29' - 0 1/2"24' - 1 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"11' - 0 3/4"10' - 3 1/2"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7" 5' - 5 3/4" 4' - 11 1/4" 5' - 3 3/4" 5' - 7 3/4" 5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 5 1/2"43' - 9"20' - 4 3/4"21' - 5 3/4" 18' - 0 1/4"11' - 0"14' - 8 1/4"6' - 8" 2' - 9 1/2"11' - 0"16' - 8 1/2"11' - 0"25' - 6"11' - 0"16' - 8 1/2"10' - 11 3/4"2' - 9 1/2" 6' - 8"16' - 0 1/2"11' - 0"13' - 7 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4" 5' - 7 3/4"14' - 9"5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 2 8 8 8 8 8 8 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " 4" / 12" 3" / 12" ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 2 4%4%4% 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 29' - 0 1/4"24' - 1 3/4"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"18' - 8 1/4"5' - 5 3/4" 4' - 4 3/4" 5' - 0"8' - 7 1/2"6' - 1 1/2"5' - 7"27' - 5 3/4"5' - 7 1/2" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 5' - 7 3/4"13' - 0 1/2"14' - 0 3/4"5' - 11 1/2" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4"18' - 10"5' - 9 3/4" 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"10' - 10 3/4"10' - 7 1/2"6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0"10' - 2 1/4"5' - 6 1/4" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 12 ' - 4 " 16 ' - 9 3 / 4 " 3' - 9 " 2' - 1 1 " 19 ' - 0 1 / 4 " 10 ' - 1 1 1 / 2 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 10 ' - 1 1 1 / 2 " 16 ' - 1 1 / 4 " 5' - 1 0 " 20 ' - 7 3 / 4 " 12 ' - 3 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 4' - 10"11' - 4 3/4"5' - 5 3/4" 3' - 7 1/4" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 6' - 6 1/2" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"10' - 7"10' - 9"6' - 2 1/2" 5' - 0"10' - 1 1/2"5' - 7" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"9' - 10 1/2"7' - 1"5' - 0"9' - 1"11' - 4 3/4" 21' - 8 1/2"12' - 4 1/4"6' - 8"23' - 7"10' - 4 1/2"53' - 10"52' - 11 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 9" 2' - 10 1/2"2' - 10 1/2" 3' - 3" 5' - 3"5' - 9"7' - 8 1/4"9' - 0 1/4"5' - 4 1/4" 5' - 7 3/4" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 3 1/2" 5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"9' - 0 1/4"7' - 8 1/4"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/2"9' - 4 1/2"5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4"20' - 4 3/4"5' - 0"11' - 4 3/4"5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2"9' - 5 1/2"5' - 7 1/4" 5' - 0"16' - 5 1/4"7' - 10"5' - 10" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 33 3 666 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 29' - 0 1/2"24' - 1 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"11' - 0 3/4"10' - 3 1/2"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7" 5' - 5 3/4" 4' - 11 1/4" 5' - 3 3/4" 5' - 7 3/4" 5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 5 1/2"43' - 9"20' - 4 3/4"21' - 5 3/4" 18' - 0 1/4"11' - 0"14' - 8 1/4"6' - 8" 2' - 9 1/2"11' - 0"16' - 8 1/2"11' - 0"25' - 6"11' - 0"16' - 8 1/2"10' - 11 3/4"2' - 9 1/2" 6' - 8"16' - 0 1/2"11' - 0"13' - 7 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4" 5' - 7 3/4"14' - 9"5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 2 8 8 8 8 8 8 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " 4" / 12" 3" / 12" ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 1 -0'-8" 0'-0" -0'-8" 0'-0" -0'-8" 0'-0" 2 2 2 2 2 2 22 2 55 55 55 2 4%4%4% 11 7 8 8 7 206' - 2 1/2" 5' - 0 " 22 ' - 4 3 / 4 " 12 ' - 0 " 21 ' - 4 3 / 4 " 5' - 0 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 28 ' - 2 3 / 4 " 32 ' - 6 3 / 4 " 8' - 1"33' - 2 3/4"53' - 10 1/2"33' - 2 3/4"8' - 0 3/4"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2"16' - 4" WG 4 b WG4b WG4b WG 5 a WG5a WG4b WG4b WG 5 a WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG5a WG5a WG 5 a WG5a WG4b WG4b WG5a WG5a WG 5 a WG 4 b 5' - 0 " 16 ' - 1 " 39 ' - 8 3 / 4 " 5' - 0 " 2' - 8 1 / 4 " 13 ' - 4 1 / 2 " 6' - 1 " 6' - 1 " 5' - 6 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " Y 206' - 2 1/2" 2 2 29' - 0 1/2"24' - 1 1/2"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 5' - 0 " 7' - 4 " 14 ' - 0 3 / 4 " 12 ' - 0 " 16 ' - 5 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " 22 29' - 0 1/4"24' - 1 3/4"38' - 8 1/4"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 4' - 10 1/4"18' - 8 1/4"5' - 5 3/4" 4' - 4 3/4" 5' - 0"8' - 7 1/2"6' - 1 1/2"5' - 7"27' - 5 3/4"5' - 7 1/2" 6' - 1 1/2"8' - 7 1/2"5' - 0"5' - 9" 5' - 7 3/4"13' - 0 1/2"14' - 0 3/4"5' - 11 1/2" 6' - 1 1/2"8' - 11 1/4"5' - 0" 5' - 5 1/4"18' - 10"5' - 9 3/4" 3' - 0 1/4"21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"43' - 9 3/4"20' - 2"21' - 8 1/2" 5' - 6"5' - 6" 6" 7' - 7" 2' - 7 3/4"3' - 7 1/4" 5' - 0"7' - 1" 4' - 5 3/4" 5' - 4 3/4"11' - 7 1/2"10' - 5"10' - 10 3/4"10' - 7 1/2"6' - 3 1/4" 4' - 5 3/4" 6' - 2 1/2" 5' - 0"10' - 2 1/4"5' - 6 1/4" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"5' - 4 3/4" 4' - 5 3/4" 7' - 1"5' - 0" 3' - 7 1/4"10' - 2 1/2" 6"11' - 0" 21' - 8 1/2"20' - 2"55' - 3"20' - 4 3/4"11' - 0"32' - 9 3/4"20' - 2"21' - 8 1/2" B B D D F F H H K K M M P P 1 1 2 2 3 3 O C E G J L N A A WG 5 a WG4b WG4b WG5a WG5a WG 5 a WG5a WG5a WG 5 a WG4b WG 5 a WG5a WG5a WG5a WG 5 a WG4b WG4b WG 5 a WG 4 b WG4b WG4b WG 4 b WG4b WG4b WG 4 b WG4b 3' - 0 1/4"33' - 4 1/4"4' - 0 1/2" 4' - 0 1/2"33' - 2 3/4"22' - 10 3/4"4' - 0 1/2" 4' - 0 1/2"22' - 10 3/4"33' - 2 3/4"4' - 0 1/2" 4' - 0 1/2"17' - 0 1/4"16' - 4" 12 ' - 4 " 16 ' - 9 3 / 4 " 3' - 9 " 2' - 1 1 " 19 ' - 0 1 / 4 " 10 ' - 1 1 1 / 2 " 65 ' - 9 1 / 2 " 65 ' - 9 1 / 2 " 10 ' - 1 1 1 / 2 " 16 ' - 1 1 / 4 " 5' - 1 0 " 20 ' - 7 3 / 4 " 12 ' - 3 " 8' - 1"33' - 2 3/4"22' - 10 3/4"8' - 1"22' - 10 3/4"33' - 2 3/4"8' - 1"32' - 10 3/4" 40' - 5"37' - 3 1/4"26' - 11 1/4"26' - 11 1/4"37' - 3 1/4"21' - 0 1/2" 111 2 2 2 2 2 2 22 2 2 2 2 22 4' - 10"11' - 4 3/4"5' - 5 3/4" 3' - 7 1/4" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 6' - 6 1/2" 6' - 0 1/2" 5' - 7"5' - 5" 5' - 0" 5' - 4 1/2" 5' - 7"10' - 7"10' - 9"6' - 2 1/2" 5' - 0"10' - 1 1/2"5' - 7" 5' - 4 1/4"10' - 5 1/2"11' - 7 1/2"9' - 10 1/2"7' - 1"5' - 0"9' - 1"11' - 4 3/4" 21' - 8 1/2"12' - 4 1/4"6' - 8"23' - 7"10' - 4 1/2"53' - 10"52' - 11 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 9" 2' - 10 1/2"2' - 10 1/2" 3' - 3" 5' - 3"5' - 9"7' - 8 1/4"9' - 0 1/4"5' - 4 1/4" 5' - 7 3/4" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 3 1/2" 5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"9' - 0 1/4"7' - 8 1/4"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 3' - 4" 3' - 4" 5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/2"9' - 4 1/2"5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4"20' - 4 3/4"5' - 0"11' - 4 3/4"5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2"9' - 5 1/2"5' - 7 1/4" 5' - 0"16' - 5 1/4"7' - 10"5' - 10" 206' - 2 1/2" GENERAL NOTES PLAN NOTES 1 2 3 1. APARTMENT BUILDINGS TO BE EQUIPPED WITH NFPA 13R SPRINKLER SYSTEM. 2. UNITS IN THIS SET LISTED AS "ANSI" ARE DESIGNED AS A117.1 ANSI TYPE A UNITS. ALL OTHER FIRST FLOOR UNITS ARE DESIGNED AS A117.1 ANSI TYPE B UNITS. ALL FIRST FLOOR UNITS ARE TO COMPLY WITH THE ACCESSIBILITY CODES LISTED ON THE COVER SHEET. 3. REFER TO A400 SERIES FOR UNIT PLANS, UNIT DIMENSIONS, ROOM LABELS, AND MORE INFORMATION. 4. SECTION CUTS ARE CALLED OUT ON A200 SERIES BUILDING ELEVATION SHEETS. 5. SEE A311 SERIES FOR TYPICAL INTERIOR SECTIONS AT DEMISING WALLS AND STAIR WALLS. 6. ALL PENETRATIONS THROUGH RATED ASSEMBLIES ARE TO BE PROTECTED AS PER APPLICABLE UL SYSTEM LISTING. SEE A030 SERIES. 7. ALL OPENINGS THROUGH DRAFTSTOP IN ATTIC SHALL BE EQUIPPED WITH SELF CLOSING/LATCHING HARDWARE. 8. ALL VERTICAL WALL GYPSUM BOARD SHALL BE 5/8”TYPE X. HORIZONTAL CEILING BOARD TO BE 5/8”TYPE C. 9. LOCATE GYPSUM BOARD CONTROL JOINTS AS SPECIFIED BY THE USG GYPSUM CONSTRUCTION HANDBOOK LIMITING EXPANSES TO THIRTY FEET. 10. ALL CEILINGS HEIGHTS IN UNITS ARE 9'-0" A.F.F. 11. ALL SLOPED CONCRETE SURFACES ARE TO RECEIVE BROOM FINISH. FIRE EXSTINGUISHER IN SEMI RECESSED CABINET, SEE A452. 3" X4" ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK. 20" X 40" ATTIC ACCESS. FURRED WALL FOR METER CENTER BUILT AT INDICATED LOCATIONS ONLY. WALL TO BE WG3a TYPE, EXTEND UP TO UNIT CEILING TYPICAL. SEE UNIT PLANS FOR MORE INFORMATION. FURRED WALL FOR ELECTRICAL LINESETS AT INDICATED FIRST FLOOR LOCATION ONLY. WALL TO BE WG3a TYPE. DROPPED BULKHEAD FOR MECHANICAL UNIT -SEE DETAIL 11/A181. REFERENCE MEP DRAWINGS. ELECTRIC METER LOCATION -SEE MEP DRAWINGS FOR MORE INFORMATION. EXTERIOR BUILD-OUT FOR METER CENTER -SEE SHEET A302 FOR MORE INFORMATION. BUILDING STEP @ 24" -SEE SHEET 311 FOR MORE INFORMATION. REFERNCE CIVIL DRAWINGS FOR CONDITIONS AT GRADE. 4 5 6 7 8 9 B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A 33 3 666 111 206' - 2 1/2" 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 55 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 65 ' - 9 1 / 2 " 3' - 0 1/4" 65 ' - 9 1 / 2 " 32 ' - 1 0 3 / 4 " 32 ' - 1 0 3 / 4 " 5' - 0 " 60 ' - 9 1 / 2 " 5' - 0 " 27 ' - 1 0 3 / 4 " 27 ' - 1 0 3 / 4 " 5' - 0 " 5' - 0 " 7' - 3 " 20 ' - 7 3 / 4 " 5' - 1 0 " 16 ' - 1 1 / 4 " 5' - 1 1 1 / 2 " 12 ' - 4 " 23 ' - 5 3 / 4 " 19 ' - 0 1 / 4 " 5' - 1 1 1 / 2 " 5' - 0 " WG4b WG4b WG 5 a WG4b WG4b WG 5 a WG5a WG 5 a WG5a WG5a WG4b WG4b WG4b WG5a WG 4 b WG5a WG5a WG 5 a WG4b WG4b WG 4 b WG 5 a WG4b WG4b WG5a WG 5 a WG 5 a 206' - 2 1/2" 2 2 2 2 2 2 222 2 22 29' - 0 1/2"24' - 1 1/2"38' - 8 1/2"25' - 6"38' - 8 1/2"25' - 6"24' - 7 3/4" 21' - 5 3/4"12' - 7"6' - 8" 1' - 2"11' - 5"11' - 0 3/4"10' - 3 1/2"11' - 0 1/4"11' - 5 1/4" 1' - 1 3/4" 6' - 8"12' - 7"11' - 0 3/4"21' - 3 3/4"19' - 3"34' - 0 3/4" 4' - 10"11' - 4 3/4"5' - 3" 3' - 10" 5' - 0" 3' - 9" 3' - 4" 3' - 4" 1' - 1 3/4" 5' - 4 3/4" 6' - 0 1/2" 5' - 7" 5' - 5 3/4" 4' - 11 1/4" 5' - 3 3/4" 5' - 7 3/4" 5' - 5"5' - 2" 6' - 3 1/4" 1' - 1 3/4" 3' - 4" 3' - 4" 2' - 10 1/2" 5' - 0" 4' - 8 1/2" 5' - 5" 5' - 7 3/4" 5' - 3 1/2"10' - 5 1/2"5' - 7" 6' - 0 1/2" 5' - 4 3/4" 1' - 1 3/4" 3' - 4" 3' - 4" 3' - 9" 5' - 0" 3' - 10" 5' - 3"11' - 4 3/4"4' - 10" 21' - 5 3/4"20' - 5"55' - 2 3/4"20' - 5 1/2"43' - 9"20' - 4 3/4"21' - 5 3/4" 18' - 0 1/4"11' - 0"14' - 8 1/4"6' - 8" 2' - 9 1/2"11' - 0"16' - 8 1/2"11' - 0"25' - 6"11' - 0"16' - 8 1/2"10' - 11 3/4"2' - 9 1/2" 6' - 8"16' - 0 1/2"11' - 0"13' - 7 3/4" 4' - 10 1/4"13' - 2"5' - 5 3/4" 5' - 6 1/4" 4' - 4 3/4" 5' - 0" 5' - 3 1/2" 3' - 4" 3' - 4" 2' - 9 1/2" 5' - 3"5' - 9"16' - 8 1/2"5' - 4 1/4" 5' - 7 3/4"14' - 9"5' - 0"5' - 9" 5' - 7 3/4" 5' - 4 1/4"16' - 8 1/2"5' - 8 1/2" 5' - 3 1/2" 2' - 9 1/2" 6' - 8"5' - 7 1/4" 5' - 0" 5' - 5 1/4"11' - 0"7' - 10"5' - 9 3/4" B B D D F F H H K K M M P P 1 1 2 2 3 3 O OC C E E G G J J L L N NA A PITCHED ROOF: ASPHALT SINGLE ON FELT PAPER OVER WOOD SHEATHING, WOOD TRUSSES RIDGE VENT, TYP. VENTED SOFFIT AT PERIMETER, TYP. 2 2 2 2 2 2 2 22 2 2 2 1 51 1 5 1 1 1 1 1 5 1 5 5 2 3 3 3 3 3333 2 2 3 2 2 5 5 5 5 5 2 4 4 7 4 4 7 4 4 7 5 5 5 2 8 8 8 8 8 8 3 3 10" / 12"10" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12" 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12" 6" / 12" 6" / 1 2 " 4" / 12" 3" / 12" ROOF PLAN LEGEND 1 CONTINUOUS RIDGE VENT 5" ALUMINUM GUTTER 3"X4" DOWNSPOUT 20"x40" ACCESS DOOR PROVIDED FOR EACH AREA OF SEPERATION. DRAFTSTOP SHALL BE PROVIDEED ON FLOOR/CEILING AND ROOFING/CEILING SPACE PER SECTION 718. DASHED LINE REPRESENTS WALL BELOW. 20"x40" RATED ATTIC ACCESS PANEL FOR MECHANICAL UNIT MAINTENANCE - SEE CODE PLANS FOR MORE INFORMATION. ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARDS -SEE PLUMBING DRAWINGS FOR MORE INFORMATION. # 2 3 4 5 6 7 8 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W17 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W17 W2 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1 GG W1 GG 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W19W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W3 W3 W19 W3 W3 W1W1 W1W1 W1W1 W1W1 W1W1W1W1 W1 W1W1W1 W1W1 W1W1W1W1W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W1W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPO RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH CEGJLN MD MDMDMDMD T.O. ROOF RIDGE EL: 46' -5" A FB FCW W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W2 W2 W2 W2 W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1 W1W1W1 W2W2 W1 W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W3W2 W2 W2 W2 W2 W2 W1 W1 W1W1 W1W1W2 W1W1 W1W1 W1W1W2 W1W1 W2 W2 W2 W3 W3 W3 W3 W3 W1W1 W1W1 W1 W1 W1 W1 W1W1W1W1 W1W1W1W1 W1W1 W1W1W1W1W1W1 W2 W2 W2 W2 W1W1 W1 W1W1W1 W1W1 W1 W1 W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS ELEC. METER LOCATION MDFCTMDMG T.O. ROOF RIDGE EL: 46' -5" FB 1 2 3 W2 W2 W2 W1 W1 W1 W1 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR MC RVASFCHRVAS ELEC. METER LOCATION 1 2 3 W2 W2 W1 W1 W2 W2 W2W2 W2W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W17 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W17 W2 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1 GG W1 GG 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W19W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W3 W3 W19 W3 W3 W1W1 W1W1 W1W1 W1W1 W1W1W1W1 W1 W1W1W1 W1W1 W1W1W1W1W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W1W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" RV ASFCHASFCV MD FB MG FCH FCF FB FCW FCW MR FCT MD FCW FCS W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W2 W4 W4 W1 W1 W1 W1 W1W1 W1W1 J M O L N W1 W1 W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" FCS FB AS FCV MD MG FCF FCH FCF FCWFB AS RV MD W1W1 W1W1W2 W1W1 W2 W2 W3 W3 W3 W1 W1W1W1 W1W1 M O L N W1W1 W1 W1 W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG FB MR FCW MR MC RVASFCHRVAS W2 W2 W2W2 W2 W2 1 2 3 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FCH W2 W2 W2 W2 W2 W2 1 2 3 W1W1 W1W1 W1W1 W2 W2 W2 W4 W4W1W1 W1W1 W1 W1 W1 W1 E G F H W1W1W1W1 RV ASFCPASFCHFCV FCT FBFCWMR MD W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W2 W4 W4W1W1 W1W1 W1 W1 W1 W1 C B D A W1W1W1W1 W1W1 W1W1W2 W1W1 W2 W2W1W1 W1 W1 W1 W1W1W1 G J F H W1W1W1W1 12 ' - 8 1 / 2 " FCF FCP AS MG MD FB FCW FCH FB FBMR W1 W1 W1 W1 W2 W2 W2W1W1 W3 W3 W3W1W1 W1 W1 C E B D A W1 W1 W1 W1 W1 W1 W1W1 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W19W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W3 W3 W19 W3 W3W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1 W1 W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W17 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W17 W2 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1 GG W1 GG 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FB FB FCH FCH FCH FCH FCH MCFCW FCW AS MRFCTFCH FCF AS FCP MR FCT FB MD MDMDMDMD W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W2 W2 W2 W2 W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1 W1W1W1 W1 W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCO MD MG FCF FB FCF MR FCWFB AS RVFCF MD MD W1 W1 W1 W1 W3 W2W2 W2 W2 W2 W2 W2 W2 W1 W1 W1W1 W1W1W2 W1W1 W1W1 W1W1W2 W1W1 W2 W2 W2 W3 W3 W3 W3 W3W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG SIM. FCH 1 2 3 W2 W2 W2 W1W1 W1 W1W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MG FB MR FCV FBFCTFCHASFB MR MG FB MR FCW MR MC RVASFCHRVAS 1 2 3 W2 W2 W2W2 W2 W2W1 W1W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FB FB FCH FCH FCH FCH FCH MCFCW FCW AS MRFCTFCH FCF AS FCP MR FCT FB MD MDMDMDMD W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W2 W2 W2 W2 W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1 W1W1W1 W1 W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCO MD MG FCF FB FCF MR FCWFB AS RVFCF MD MD W1 W1 W1 W1 W3 W2W2 W2 W2 W2 W2 W2 W2 W1 W1 W1W1 W1W1W2 W1W1 W1W1 W1W1W2 W1W1 W2 W2 W2 W3 W3 W3 W3 W3W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG SIM. FCH 1 2 3 W2 W2 W2 W1W1 W1 W1W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MG FB MR FCV FBFCTFCHASFB MR MG FB MR FCW MR MC RVASFCHRVAS 1 2 3 W2 W2 W2W2 W2 W2W1 W1W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W17 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W17 W2 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1 GG W1 GG 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W19W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W3 W3 W19 W3 W3W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1 W1 W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W17 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W17 W2 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1 GG W1 GG 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W19W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W3 W3 W19 W3 W3W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1 W1 W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 A902 1 A902 2 A902 4 A9023 113' - 6" 11' - 2 1/4"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"6' - 3 3/4" 39 ' - 7 1 / 2 " 17 ' - 7 1 / 4 " 4' - 5 " 17 ' - 7 1 / 4 " OH OH OH OH OH OHOHOHOHOHOH G1 OH OHOHOHOHOHOH ANSI GARAGE 1 GARAGE 2 GARAGE 3 GARAGE 4 GARAGE 5 GARAGE 6 GARAGE 7 GARAGE 8 GARAGE 9 ANSI GARAGE 10 GARAGE 11 GARAGE 12 GARAGE 13 GARAGE 14 GARAGE 15 GARAGE 16 GARAGE 17 GARAGE 18 5 1/2"16' - 7"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2"3 1/2"11' - 8 1/2" WG 6 b WG 6 b WG 6 b WG 6 b WG 6 b WG 6 b WG 6 b WG 6 b WG 6 b WG6a WG6a WG6a WG6a WG6a WG6a WG6a WG6a 1 1 1 1 1 12 2 WG6a WG6a WG6a WG6a WG6a WG6a WG6a WG6a G2 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12" 21 21 2 1 2 1 2 2 3 4 44 4 55555555 ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2ZONE 2 ZONE 1 ZONE 1 1. REFER TO CIVIL DRAWINGS FOR GARAGE LOCATION. 2. REFER TO CIVIL DRAWINGS FOR MAINTENANCE GARAGE LOCATION. 3. ALL OVERHEAD GARAGE DOORS ARE TO BE 7'-0"H X 9'-0"W. OVERHEAD GARAGE DOORS TO BE UNINSULATED, ONLY 2 DOOR AT MAINT. TO BE INSULATED. GENERAL GARAGE NOTES 3" X4" ALUMINUM DOWNSPOUT BRACKET MOUNTED FIRE EXTINGUISHER CABINET MOUNT WITH BOTTOM AT 30" A.F.F. PLAN NOTES 1 2 5" METAL GUTTER 3" X4" ALUMINUM DOWNSPOUT CONTINUOUS RIDGE VENT DASHED LINE REPRESENTS WALL BELOW 1HR RATED WALL, EXTEND WALL ASSEMBLY TO ROOF DECK -SEE FLOOR PLAN SHEETS & A910 FOR DETAILING. ROOF PLAN NOTES 1 2 3 4 5 3"X4" ALUMINUM DOWNSPOUT 5/4"X6" FIBER CEMENT TRIM, PRIME AND PAINT STEEL GARAGE DOOR 5/4"X4" FIBER CEMENT TRIM, PRIME AND PAINT ALUMINUM GUTTER (AND DOWNSPOUT) OVER 1"X8" FIBER CEMENT FASCIA SURFACE MOUNTED FIR EXTINGUISHER CABINET MOUNT WITH BOTTOM AT 30" AF.F. 1 A910 SIM. 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF FACE BRICK ROOF PLATE EL: 9' -0 5/8" 3"X4" ALUMINUM DOWNSPOUT 5/4"X6" FIBER CEMENT TRIM, PRIME AND PAINT STEEL GARAGE DOOR 5/4"X4" FIBER CEMENT TRIM, PRIME AND PAINT ALUMINUM GUTTER (AND DOWNSPOUT) OVER 1"X8" FIBER CEMENT FASCIA SURFACE MOUNTED FIR EXTINGUISHER CABINET MOUNT WITH BOTTOM AT 30" AF.F. 1 A910 SIM. 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF FACE BRICK ROOF PLATE EL: 9' -0 5/8" 3"X4" ALUMINUM DOWNSPOUT 5/4"X6" FIBER CEMENT TRIM, PRIME AND PAINT 5/4"X4" FIBER CEMENT TRIM, PRIME AND PAINT ALUMINUM GUTTER (AND DOWNSPOUT) OVER 1"X8" FIBER CEMENT FASCIA 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF FACE BRICK ROOF PLATE EL: 9' -0 5/8" 3"X4" ALUMINUM DOWNSPOUT 5/4"X6" FIBER CEMENT TRIM, PRIME AND PAINT 5/4"X4" FIBER CEMENT TRIM, PRIME AND PAINT ALUMINUM GUTTER (AND DOWNSPOUT) OVER 1"X8" FIBER CEMENT FASCIA 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF FACE BRICK ROOF PLATE EL: 9' -0 5/8" MATERIAL COLOR SCHEME SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, "BOURBON TRAIL" 1. REFER TO CIVIL DRAWINGS FOR GARAGE LOCATION. 2. REFER TO CIVIL DRAWINGS FOR MAINTENANCE GARAGE LOCATION. 3. ALL OVERHEAD GARAGE DOORS ARE TO BE 7'-0"H X 9'-0"W. OVERHEAD GARAGE DOORS TO BE UNINSULATED, ONLY 2 DOOR AT MAINT. TO BE INSULATED. GENERAL GARAGE NOTES A909 2 A909 3 A909 4 A9095 42' - 4"19' - 4 1/4"1' - 0" 5 1/2"7' - 10 1/2"9' - 2"11' - 8 1/2"7' - 8"5' - 0"5 1/2"19' - 4 1/4"5 1/2"1"5 1/2" 5 1 / 2 " 6' - 0 " 8' - 1 3 / 4 " 3 1 / 2 " 9' - 1 1 / 4 " 5 1 / 2 " 5 1 / 2 " 7' - 3 3 / 4 " 2' - 1 1 / 4 " 3 1 / 2 " 13 ' - 1 0 1 / 4 " 5 1 / 2 " 5 1/2"6' - 3 1/4"3 1/2"15' - 8 1/2"5 1/2"8' - 4 1/2"3 1/2"10' - 0 1/4"5 1/2" 8" 8" 24 ' - 5 1 / 2 " M2bM2a M5 M4 M3 M1MOH WG2a WG2a WG 3 b WG 3 b WORKBENCH -BY OWNER GR2 GR1 W4 W4 WG 2 a FAUX WOOD BLINDS AT THIS LOCATION PROVIDE GLASS TYPE "GL3" AT THIS WINDOW 14 ' - 4 1 / 2 " 6' - 6" 9' - 7 1 / 2 " 9' - 4 1/4" DRAIN, CENTERED IN MIDDLE OF ROOM. SEE PLUMBING FOR MORE INFORMATION DRAIN, CENTERED IN MIDDLE OF ROOM. SEE PLUMBING FOR MORE INFORMATION 1 A910 WG2a WG 2 a DOGWASH 5 STORAGE 2 MAINTENANCE 1 OFFICE 3 RESTROOM 4 CON1 WT4 CON1 B4 P5 CON1 B4 P5 CON1 B4 P5 CON1 B4 P5 62' - 8 1/4" WFc3b CARWASH 6 FLYING PIG 2 PROFESSIONAL STAINLESS STEEL DOG PET GROOMING BATH TUB WITH RAMP -SEE PLUMBING SCHEDULE FOR SPECS. METAL GUTTER3" X 4" METAL DOWNSPOUT 3" X 4" METAL DOWNSPOUT 3" X 4" METAL DOWNSPOUT 3" X 4" METAL DOWNSPOUT ROOF VENT PENETRATION, PROVIDE BOOT FLASHING PER MANUFACTURERS STANDARD -SEE PLUMBING DWGS FOR MORE INFORMATION OUTLINE OF WALL BELOW CONT. RIGID VENT. 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12"MAX. COMMON PATH OF TRAVEL DISTANCE = 30'-10"6 S-2 OCCUPANCY 36" 180 NOT FOR EGRESS 1 36" 180 4' - 0 " 7' - 9 1 / 4 " 7' - 1 " 4' - 8 1 / 2 " L2 L2 L2 L2 L2 L2 6' - 3 1/4"12' - 0"6' - 3 1/4" EQ EQ 2' - 1 1 1 / 2 " 6' - 0 " 4' - 1 0 3 / 4 " EQ EQ EQ EQ EQ EQ 4' - 0 3 / 4 " 6' - 0 " 4' - 1 " 6' - 3 1/4" EQ EQS 1' - 0" S 10 ' - 2 1 / 4 " 1' - 0" L2 L2 L2 L2 L2 L2 S 5' - 0" 5' - 0 " S 2' - 0" 3' - 7 " 20"x40" ATTIC ACCESS PANEL A6 A6 3' - 0" 2' - 4 1/4" 4' - 6 3 / 4 " 3' - 0 " 2' - 0 " 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 10' - 0" PROVIDE 5/8" TYPE 'C' GYPSUM BOARD CEILING THROUGHOUT 1X6 FIBER CEMENT TRIM 3"X4" PRE- FINISHED MTL. DOWNSPOUT W4 1X4 FIBER CEMENT TRIM INS. H.M. DOOR AND STEEL FRAME 1X6 FIBER CEMENT TRIM 1X4 FIBER CEMENT TRIM 3"X4" PRE- FINISHED MTL. DOWNSPOUT PROVIDE GLASS TYPE "GL3" AT THIS WINDOW 6' - 2 " 1' - 0" 4" 12" 4" 12" 1 A910 ROOF PLATE EL: 10' -0" 4" 12" 4" 12" 1X6 FIBER CEMENT TRIM 3"X4" PRE- FINISHED MTL. DOWNSPOUT 1X6 FIBER CEMENT TRIM 3"X4" PRE- FINISHED MTL. DOWNSPOUT ROOF PLATE EL: 10' -0" INS. H.M. DOOR AND STEEL FRAME1X6 FIBER CEMENT TRIM 1X4 FIBER CEMENT TRIM 3"X4" PRE- FINISHED MTL. DOWNSPOUT 3"X4" PRE- FINISHED MTL. DOWNSPOUT 1X6 FIBER CEMENT TRIM 1X4 FIBER CEMENT TRIM 4" 12" 4" 12" W4 ROOF PLATE EL: 10' -0" 4" 12" 4" 12" ROOF PLATE EL: 10' -0" MATERIAL COLOR SCHEME SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, "BOURBON TRAIL" A921 5 A921 4 A921 2 A9213 13 ' - 4 " 14 ' - 1 1 1 / 4 " 7 3/4" M2 M2 M2 M2 WB1 M2 0'-6" 0'-6" 0'-0"0'-0" 0'-0" 0'-6" 0'-6" 0'-0" 0'-0" 5' - 4 1 / 4 " 7 A921 7 A921 T.O. SLAB EL: +0'-0" METAL COPING 4" CONCRETE BOLLARD - SEE CIVIL NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING 6 A921 T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" FACE BRICK 4" CONCRETE BOLLARD - SEE CIVIL METAL COPING NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" METAL COPING CONTROL JOINT SPLIT FACE CMU NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING 4" CONCRETE BOLLARD - SEE CIVIL FACE BRICK METAL COPING ADA COMPLIANT HANDLE PROVIDED AT BOTTOM OF DOOR NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING COORDINATE CHUTE DOOR INSTALL WITH GRADING -SEE CIVIL DRAWINGS 2' - 0 " 3' - 9 " 3' - 4 " 3' - 9" T.O. SLAB EL: +0'-0" T.O. WALL EL: +10'-0" WB1 PRE-FINISHED MANUFACTURED METAL COPING 2x TREATED WOOD NAILER 8" CMU BOND BEAM -SEE STRUCTURAL (1) LAYER SHEATHING T.O. WALL EL: +10'-0" LATCH. STOP PLATE ATTACHED TO ONE LEAF ONLYPRE-FINISHED CORRUGATED STEEL PANEL ON STEEL TUBE FRAM W/(3) PAIR OF 6" HINGES -PAINT TO MATCH ENCLOSURE 4" O.D. PIPE AS GATE SUPPORT, FILL WITH CONCRETE. PROVIDE THREE PIPE HINGES PER LEAF 2"x2"x1/4" PRE-FINISHED STEEL TUBE FRAME WITH 4 VERT. INTERMEDIATES PER LEAF EQUALLY SPACED. GATE AND PANEL PRE-FINISHED (TYP.) LATCH. CANE BOLT ASSEMBLY (ONE PER LEAF) EQ EQ T.O. SLAB EL: +0'-0" 7 A921 14 ' - 1 1 1 / 4 " M2 M2 0'-0" 0'-0" 0'-0" 0'-0" A92110 A921 11 A921 9 A921 10 MIR. 6 A921 SIM. T.O. SLAB EL: +0'-0" METAL COPING 4" CONCRETE BOLLARD - SEE CIVIL NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" METAL COPING FACE BRICK NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" FACE BRICK 4" CONCRETE BOLLARD - SEE CIVIL METAL COPING NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" 1. REFER TO CIVIL DRAWINGS FOR TRASH ENCLOSURE LOCATIONS. 2. METAL COPING COLOR TO MATCH APARTMENT TRIM COLOR. 3. CMU COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARDS. 4. GATE TO BE PRE-FINISHED TO MATCH APARTMENT COLOR TRIM. 5. TRASH CHITE DOOR TO MATCH APARTMENT COLOR TRIM. TRASH ENCLOSURE GENERAL NOTES MATERIAL COLOR SCHEME SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, "BOURBON TRAIL" A941 9 A941 A941 3 2 5 1/2" 1' - 0" 3 1/2" 16' - 0 3/4" 3 1/2" 1' - 0" 5 1/2" 5 1 / 2 " 1' - 0 " 3 1 / 2 " 1' - 0 " 5 1 / 2 " 5' - 0 3 / 4 " 5 1 / 2 " 1' - 0 " 3 1 / 2 " 1' - 5 1/2" 3 1/2" 1' - 6 1/4"5 MAIL BOXES 1' - 6" 3 1/2" 1' - 5 1/2" A9413 MIR. 20 6 20 20 6 20 20 6 20 20 6 20 20 6 20 20 6 20 20 20 20 20 20 1' - 11 1/4"6 MAIL BOXES 1' - 11 1/4" A941 8 202020202020 5/4" X 4" FIBER CEMENT TRIM, PRIMED AND PAINT 5/4" X 6" FIBER CEMENT TRIM, PRIMED AND PAINT OPEN TO BEYOND 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF FACE BRICK 5/4" X 6" FIBER CEMENT TRIM, PRIMED AND PAINT 20 20 20 20 20 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF SCONCE, REF. ELECTRICAL DWGS FACE BRICK 5/4" X 4" FIBER CEMENT TRIM, PRIMED AND PAINT 5/4" X 6" FIBER CEMENT TRIM, PRIMED AND PAINT 6" / 1 2 " 6" / 12" 6" / 1 2 " 6" / 12" 3" X 4" METAL DOWNSPOUT 3" X 4" METAL DOWNSPOUT 3" X 4" METAL DOWNSPOUT 3" X 4" METAL DOWNSPOUT METAL GUTTER CONT. RIDGE VENT. OUTLINE OF WALL BELOW MATERIAL COLOR SCHEME SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, "BOURBON TRAIL" 1. REFER TO CIVIL DRAWINGS FOR MAIL KIOSK LOCATION. MAIL KIOSK GENERAL NOTES 4" 12" 4" 12" CONT. RIDGE VENT ASPHALT SHINGLE ROOF SCONCE, REF. ELECTRICAL DWGS FACE BRICK 5/4" X 4" FIBER CEMENT TRIM, PRIMED AND PAINT 5/4" X 6" FIBER CEMENT TRIM, PRIMED AND PAINT TAB 7 R Existing Street Trees to Remain ORDINANCE COMPLIANCE CHART Perimeter Landscaping: Requirement: The western, northern, and southern property lines shall provide street trees where it abuts public right-of-way, or 3 shade trees, 3 ornamental trees, and 15 shrubs per 100 l.f. Provided: 22 Street Trees Parking Lot Interiors: Requirement: 1 Shade Tree per 10 parking spots Required: 407 spots = 41 Shade Trees Provided: 41 Shade Trees, 126 Shrubs Building Base Requirement: 1 Shade Tree, 1 Ornamental Tree, and 9 Shrubs per 100 LF Buildings 1, 2, and 3 Required: 668.5 L.F. = 7 Shade Trees, 7 Ornamental Trees, 61 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 62 Shrubs Building 4 Required: 566.3 L.F. = 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Provided: 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Buildings 6, 7, 9, 10, and 13 Required: 613.3 L.F. = 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Club House Required: 427.2 L.F. = 5 Shade Trees, 5 Ornamental Trees, 39 Shrubs Provided: 5 Shade Trees, 5 Ornamental Trees, 40 Shrubs Maintenance Building Required: 188.2 L.F. = 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Provided: 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Ov e r a l l P l a n t i n g a n d I r r i g a t i o n R e f e r e n c e P l a n L300 L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Refer to: L301 L401 Refer to: L303 L403 Refer to: L302 L402 Refer to: L304 L404 Refer to: L305 L405 Refer to: L306 L406 1. Refer to Project Manual for Planting Specifications and Topsoil requirements. Refer to Plant Schedule and Planting Details for additional information. 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. On-site adjustments may be required. 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 4. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 5. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities as governed by plant spacing per schedule. Plant material quantities shown on plan are minimum quantities. Additional material may be needed to meet spacing requirements and field conditions. 6. Seed all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or sod treatment. 7. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet Specifications. Contractor shall coordinate quantity and placement of topsoil. Landscaper shall verify depth of topsoil prior to plant installation. (Refer to specifications for topsoil source and placement requirements) 8. All tree locations shall be marked with 2x2" stakes prior to planting for review and approval by the Landscape Architect. Any plant material installed in an incorrect location, by the judgment of the Landscape Architect, shall be reinstalled at the Contractor's expense. 9. All plant beds shall receive 3" minimum of shredded hardwood bark mulch (unless otherwise noted). 10. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to Owner's satisfaction at no additional cost. 11. The Contractor shall maintain all plant material and lawns until the project is fully accepted by the Landscape Architect, unless otherwise noted. 12. All workmanship and materials shall be guaranteed by the Contractor for a period of one calendar year after Final Acceptance. 13. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. 14. Contractor shall test all tree pits for drainage. Any tree pit that holds water for more than 24 hours shall be installed using tree pit drainage. 15. Tree Protection Fencing is the responsibility of the Contractor. Minimum protected area shall include the full drip line of the canopy. NO construction activities, material storage, etc. may occur within that area. The Contractor shall ensure that no soil compaction or tree damage occurs in any Protected areas, at any time during the construction process. 16. Trees shall be matched in groups unless otherwise noted. GENERAL LANDSCAPE AND PLANTING NOTES 0 Scale 1" = 100'-0" 200 '100'50 ' North Refer to: L305 (4) Thu-o (2) Ame-x (4) Thu-o (2) Ame-x (4) Zel-s (3) Pla-a (3) Ite-p(3) Ite-p (1) Mag-s (4) Thu-o (1) Vib-m (4) Ite-p (1) Mag-v (5) Ite-p(1) Mag-v (3) Thu-o (1) Vib-m (1) Mag-s (3) Pla-a (1) Mag-v (3) Bux-g (2) Liq-r (3) Bux-g (1) Ame-x (1) Ame-x (3) Ite-p (2) Hyd-l (1) Gle-s (1) Zel-s (3) Thu-o (3) Aro-m (1) Mag-v (2) Hyd-l (1) Vib-m (1) Cer-e (1) Pla-a (1) Pla-a (1) Cel-p (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Zel-s (4) Rhu-g (4) Rhu-g (4) Rhu-g (1) Zel-s (1) Zel-s (6) Jun-v (1) Gle-s (1) Gle-s (4) Hyd-l (2) Thu-o (2) Vib-m (3) Vib-m (6) Cle-a (2) Nys-s (4) Thu-o (2) Hyd-l (3) Hyd-l (3) Hyd-l (4) Thu-o (1) Bux-m (5) Pan-s (1) Ame-x (1) Bux-m (2) Hyd-l (2) Hyd-l (1) Ulm-p (3) Aro-m (6) Cle-a (4) Cle-a(2) Rhu-g (5) Aro-m (4) Ite-p (6) Cle-a (1) Ost-v (8) Aro-g (38) All-x The following quantity of Ordinance Required Plantings around Building 11 will be provided via existing and new plants following assessment of existing plantings. ·5 Shade Trees (2.5" cal.) ·5 Ornamental Trees (1.5" cal./ 6' ht.) ·39 Shrubs (18" min. ht.) (1) Cer-e (1) Cer-e Pl a n t i n g P l a n L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 2 Ma t c h l i n e - S h e e t L 3 0 2 Matchline - Sheet L303Matchline - Sheet L303 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North ARR O W A E D R . (PRI V A T E ) (1) Gle-s (1) Gle-s (1) Gle-s (1) Zel-s (1) Cel-p (1) Que-b (3) Thu-o (3) Thu-o (1) Cer-e (4) Hyd-l (2) Vib-m (3) Thu-o (3) Thu-o (1) Cer-e (1) Ost-v (1) Vib-m (1) Mag-s (1) Pla-a (1) Cor-k (1) Cor-k (5) Pan-s (1) Vib-m (3) Thu-o (1) Vib-m (1) Mag-s (2) Aro-m (1) Vib-m (3) Hyd-l (5) Pan-s (3) Aro-m (4) Thu-o (1) Vib-m (1) Vib-m (1) Vib-m (2) Aro-m (3) Hyd-l (3) Thu-o (1) Ame-x (3) Thu-o (1) Vib-m(1) Zel-s The following quantity of Ordinance Required Plantings around Building 5 will be provided via existing and new plants following assessment of existing plantings. ·6 Shade Trees (2.5" cal.) ·6 Ornamental Trees (1.5" cal./ 6' ht.) ·54 Shrubs (18" min. ht.) (1) Ame-x following assessment of existing plantings. (1) Que-b (1) Que-b (3) Hyd-l (3) Hyd-l (3) Que-b (1) Lir-t (1) Cel-p Pl a n t i n g P l a n L302 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 1 Ma t c h l i n e - S h e e t L 3 0 1 Matchline - Sheet L304Matchline - Sheet L304 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North (3) Rhu-g R (1) Pla-a (2) Pla-a (1) Cor-k (1) Que-r (1) Cer-e (1) Liq-r (1) Lir-t (3) Bux-g (1) Lir-t (3) Bux-g (1) Liq-r (1) Pla-a (1) Cor-k (1) Cor-k (1) Mag-v (3) Aro-m (2) Bux-m (4) Hyd-l (3) Bux-g (1) Ame-x (1) Liq-r (3) Bux-g (1) Ame-x (1) Liq-r (1) Cor-k (2) Hyd-l (1) Ame-x (3) Ite-p (1) Ame-x (3) Ite-p (1) Mag-v (1) Ulm-j (1) Mag-v (1) Ulm-j (1) Ame-x (2) Mag-v (1) Gle-s (1) Zel-s (1) Gle-s (1) Gle-s (3) Thu-o (2) Aro-m (1) Gle-s (2) Hyd-l (2) Thu-o (2) Hyd-l (1) Ame-x (1) Gle-s (1) Ame-x (2) Thu-o (2) Hyd-l (2) Hyd-l (1) Aro-m (3) Thu-o (1) Gle-s (1) Que-b (1) Cor-k (1) Ulm-p(1) Cer-e (5) Ite-p (1) Que-b (1) Gle-s (5) Ite-p (1) Cer-e (1) Cor-k (1) Ulm-p(1) Vib-m (1) Cor-k (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (1) Mag-v (2) Hyd-l (1) Que-c (1) Vib-m (3) Thu-o (3) Thu-o (1) Aro-m(1) Mag-v (1) Cer-e (1) Cer-e (1) Nys-s (5) Pan-s (2) Bux-m (4) Hyd-l (1) Pla-a (1) Vib-m (4) Ite-s (2) Bux-m (2) Bux-m (4) Hyd-l (7) Bux-g (3) Rhu-g (3) Rhu-g (3) Rhu-g (1) Ulm-j (6) Spo-t (3) Phy-t (1) Zel-s (1) Ulm-j (3) Hyd-l (2) Vib-m (5) Aro-m (3) Aro-m (1) Ulm-j (6) Jun-v (4) Cle-a (4) Hyd-l (2) Vib-m (3) Phy-t (5) Spo-t (2) Hyd-l (4) Thu-o (3) Hyd-l (3) Ite-p (1) Ame-x (3) Hyd-l (2) Hyd-l (4) Thu-o (1) Cer-e (3) Que-u (2) Ulm-j (2) Liq-r (1) Que-u (4) Aro-m (4) Thu-o (3) Hyd-l (3) Hyd-l (4) Thu-o (2) Hyd-l (1) Pla-a (1) Gle-s (6) Hyd-l (6) Hyd-l (1) Hyd-l (2) Thu-o (3) Aro-m (1) Ame-x (1) Bux-m (2) Hyd-l (2) Aro-m Existing Street Trees to Remain (2) Jun-v (1) Ulm-p (4) Ite-p (6) Aro-m (4) Aro-m (6) Hyd-l (3) Aro-m (3) Aro-m (4) Aro-m The following quantity of Ordinance Required Plantings around Building 12 will be provided via existing and new plants following assessment of existing plantings. ·5 Shade Trees (2.5" cal.) ·5 Ornamental Trees (1.5" cal./ 6' ht.) ·39 Shrubs (18" min. ht.) (1) Pla-a Pl a n t i n g P l a n L303 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 4 Matchline - Sheet L305 PR O P E R T Y L I N E PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North Matchline - Sheet L301 Matchline - Sheet L305 Matchline - Sheet L301 Ma t c h l i n e - S h e e t L 3 0 4 (1) Que-b (1) Que-m (1) Ulm-j (1) Ulm-j (1) Ame-x (1) Ame-x (1) Que-m (2) Thu-o (3) Vib-m(7) Thu-o(3) Vib-m (2) Thu-o (6) Spo-t (3) Phy-t (3) Phy-t (6) Jun-v (1) Gle-s (1) Ame-x (2) Hyd-l (4) Hyd-l (1) Ame-x (2) Hyd-l (1) Cer-c (3) Thu-o (5) Pan-s (1) Cer-c (5) Pan-s (1) Cer-c (1) Vib-m (1) Mag-s (1) Cor-k (1) Ost-v (1) Ost-v (1) Zel-s (1) Zel-s (4) Ite-s (3) Ite-s(1) Ost-v (1) Ost-v (4) Ite-s (1) Zel-s (5) Ite-s (7) Bux-g (2) Vib-m (5) Aro-m (1) Ulm-j (1) Ulm-j (2) Vib-m (4) Phy-t (2) Vib-m (4) Thu-o (1) Vib-m (4) Aro-m (4) Hyd-l (3) Jun-v (7) Spo-t Required Plantings around Building 12 will be provided via existing and new plants following assessment of existing plantings. 5 Ornamental Trees (1.5" cal./ 6' ht.) PLUG MIX TYPE 1 - WATER EDGE (2,263 sf) SEED MIX TYPE 1 - POND BANK (15,394 sf) NATIVE GRASSES/SHRUBS (8,866 sf) The following quantity of Ordinance Required Plantings around Building 8 will be provided via existing and new plants following assessment of existing plantings. ·6 Shade Trees (2.5" cal.) ·6 Ornamental Trees (1.5" cal./ 6' ht.) ·54 Shrubs (18" min. ht.) Pl a n t i n g P l a n L304 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 3 Ma t c h l i n e - S h e e t L 3 0 3 Matchline - Sheet L305 PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North R (1) Mag-v (1) Que-u (17) Bux-x (1) Cor-k (1) Cer-e (1) Lir-t (2) Hyd-l (2) Lir-t (1) Ame-x (1) Ame-x (1) Mag-v (1) Ame-x (2) Thu-o (1) Ame-x (2) Vib-m (4) Hyd-l (1) Ame-x (6) Thu-o (1) Mag-v (3) Thu-o (2) Aro-m (5) Hyd-l (2) Hyd-l (1) Ulm-j (3) Phy-t (1) Zel-s (7) Bux-g (1) Ulm-j (1) Ulm-j(4) Phy-t (5) Cle-a (6) Thu-o (2) Ulm-j (1) Que-u (2) Aro-m (2) Ulm-j (6) Thu-o (6) Thu-o (7) Spo-t (3) Cer-e (3) Aro-m (5) Thu-o (4) Vib-m (3) Aro-m (2) Vib-m (2) Aro-m (53) All-x (8) Aro-g (3) Gle-s (4) Gle-s (12) Aro-g (3) Hyd-l (61) All-x Pl a n t i n g P l a n L305 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L304Matchline - Sheet L303 PROPERT Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North SHRUB/PERENNIAL PLANTINGS (1,387 sf) SHRUB/PERENNIAL PLANTINGS (444 sf) SHRUB/PERENNIAL PLANTINGS (431 sf) SHRUB/PERENNIAL PLANTINGS (1,103 sf) SHRUB/PERENNIAL PLANTINGS (3,082 sf) (1) Pla-a (1) Ulm-p (1) Gle-s (1) Lir-t (1) Pla-a (1) Cor-k (1) Gle-s (1) Gle-s (2) Cer-e (1) Pla-a (2) Cel-p (3) Cer-e (1) Pla-a (1) Ulm-p (1) Ost-v (1) Nys-s (1) Que-m (1) Pla-a (1) Cor-k (1) Lir-t (1) Ulm-p (1) Lir-t (1) Liq-r (1) Cel-p (1) Que-m (1) Lir-t (1) Ost-v (1) Gle-s (2) Gle-s (1) Gle-s (2) Liq-r (1) Cor-k (2) Ame-x (2) Cor-m (1) Cer-e (2) Cer-e (1) Pla-a (3) Ost-v (1) Ost-v SHRUB/PERENNIAL PLANTINGS (1,171 sf) (1) Gle-s (1) Nys-s (2) Cor-m (1) Cer-e (1) Cor-k (1) Que-m (2) Gle-s (2) Pla-a (1) Cer-e (1) Ost-v Pl a n t i n g P l a n L306 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L306 PR O P E R T Y L I N E PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North Matchline - Sheet L306 CODE QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS TREES Cel-p 6 Celtis occidentalis `Prairie Pride`Prairie Pride Hackberry B & B min. 2.5" cal.full, strong central leader, matched Gle-s 31 Gleditsia triacanthos inermis `Shademaster` Shademaster Thornless Honeylocust B & B min. 2.5" cal.full, strong central leader, matched Liq-r 11 Liquidambar styraciflua `Rotundiloba` TM Round-Lobed Sweet Gum B & B min. 2.5" cal.full, strong central leader, matched Lir-t 10 Liriodendron tulipifera Tulip Tree B & B min. 2.5" cal.full, strong central leader, matched Nys-s 4 Nyssa sylvatica Sour Gum B & B min. 2.5" cal.full, strong central leader, matched Ost-v 13 Ostrya virginiana American Hophornbeam B & B min. 2.5" cal.full, strong central leader, matched Pla-a 24 Platanus x acerifolia `Bloodgood`London Plane Tree B & B min. 2.5" cal.full, strong central leader, matched Que-c 1 Quercus coccinea Scarlet Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-b 8 Quercus macrocarpa Burr Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-m 5 Quercus muehlenbergii Chinkapin Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-r 1 Quercus robur English Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-u 5 Quercus rubra Red Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Ulm-j 15 Ulmus japonica `Morton` TM Morton Elm B & B min. 2.5" cal.full, strong central leader, matched Ulm-p 7 Ulmus parvifolia Lacebark Elm B & B min. 2.5" cal.full, strong central leader, matched Zel-s 16 Zelkova serrata `Green Vase`Green Vase Sawleaf Zelkova B & B min. 2.5" cal.full, strong central leader, matched ORNAMENTAL TREES Ame-x 29 Amelanchier x grandiflora `Autumn Brilliance` Autumn Brilliance Serviceberry B & B min. 6` ht. multi-trunk; matched Cer-c 3 Cercis canadensis Eastern Redbud B & B min. 6` ht. multi-trunk, matched Cer-e 25 Cercis canadensis Eastern Redbud Multi-trunk B & B min. 8` ht. multi-trunk, matched Cor-k 15 Cornus kousa Kousa Dogwood B & B min. 8` ht. multi-trunk, matched Cor-m 2 Cornus mas Cornelian Cherry B & B min. 1.5" cal.full, strong central leader, matched Mag-s 5 Magnolia stellata Star Magnolia B & B min. 1.5" cal.full, strong central leader, matched Mag-v 14 Magnolia virginiana Sweet Bay B & B min. 1.5" cal.full, strong central leader, matched CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT REMARKS SHRUBS Aro-m 76 Aronia melanocarpa 'Autumn Magic'Autumn Magic Black Chokeberry container 18" ht. min.space @ 5'-0" o.c. Aro-g 28 Aronia melanocarpa 'UCONNAM012' Ground Hug® Black Chokeberry 3 gal space @ 2'-6" o.c. Bux-m 22 Buxus x 'Green Mountain'Green Mountain Boxwood container 18" ht. min.pyramidal form, matched Bux-x 17 Buxus x `Green Gem`Green Gem Boxwood Container 18" ht. min.space @ 3`-0" o.c. Bux-g 32 Buxus x `Green Velvet`Green Velvet Boxwood container 18" ht. min.space @ 2`-6" o.c., allow to mass Cle-a 31 Clethra alnifolia `Hummingbird`Hummingbird Summersweet container 18" ht. min.space @ 3`-0" o.c. Hyd-l 154 Hydrangea paniculata 'SMHPLQF'Little Quick Fire® Panicle Hydrangea container 18" ht. min.space @ 4'-0" o.c., allow to mass Ite-p 45 Itea virginica 'SMNIVDFC'Scentlandia® Sweetspire container 18" ht. min.space @ 3'-0" o.c. Ite-s 16 Itea virginica `Sprich`Little Henry Virginia Sweetspire container 18" ht. min.space @ 3`-0" o.c. Jun-v 23 Juniperus virginiana `Grey Owl`Grey Owl Juniper container 18" ht. min.space @ 3`-0" o.c., allow to mass Phy-t 16 Physocarpus opulifolius 'SMPOTW'Tiny Wine® Ninebark container 18" ht. min.space @ 4' o.c. Rhu-g 26 Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac container 18" ht. min.space @ 5'-0" o.c., allow to mass Thu-o 139 Thuja occidentalis `Little Giant`Little Giant Arborvitae container 18" ht. min.space @ 4`-0" o.c. Vib-m 45 Viburnum dentatum 'Blue Muffin'Blue Muffin Arrowwood Viburnum container 18" ht. min. space 6'-0" o.c. ORNAMENTAL GRASSES Pan-s 30 Panicum virgatum `Shenandoah`Shenandoah Switch Grass container 18" ht. min.space @ 3'-6" o.c. Spo-t 24 Sporobolus heterolepis 'Tara'Tara Prairie Dropseed container 18" ht. min.space @ 3'-0" PERENNIALS All-x 152 Allium x `Millenium`Millenium Ornamental Chive #1 pot space @ 12" o.c., triangular spacing PLANT SCHEDULE SHRUB MIX Cornus stolonifera 'Arctic Fire' Cornus alba 'Ivory Halo' Hydrange paniculata 'Little Lime' Hydrangea quercifolia 'Pee Wee' Ilex verticillata 'Berry Poppins' Ilex verticillata 'Mr. Poppins' Itea virginica 'Scentlandia' Physocarpus opulifolius 'Tiny Wine' Physocarpus opulifolius 'Diabolo' Rosa 'Peach Drift' PERENNIAL MIX Amsonia hubrechtii Aster 'Purple Dome' Aster 'Wood's Blue' Echinacea 'Pow Wow Wild Berry' Echinacea 'Cheyenne Spirit' Eupatorium dubium 'Little Joe' Diervilla 'Kodiak Orange' Nepeta faassenii 'Cat's Pajamas' Penstemon 'Dark Towers' Rudbeckia fulgida 'Viette's Little Suzy' Sedum 'Autumn Joy' Sedum 'Little Miss Sunshine' NATIVE GRASSES/SHRUBS 8,866 sf Ornamental Grasses 1,382 1 gal, 24" o.c.60% @ 24" o.c. Shrub Mix space @ 42" o.c. 301 container, 42" o.c., min. 24" height 40% @ 42" o.c. PLUG MIX TYPE 1 - WATER EDGE 2,263 sf Native Plug Mix 1,045 plug, 18" o.c.18" o.c. SEED MIX TYPE 1 - POND BANK 15,394 sf SHRUB/PERENNIAL PLANTINGS 7,618 sf Ornamental Grasses 395 1 gal, 24" o.c.20% @ 24" o.c. Perennial Mix space @ 18" o.c. 879 1 gal, 18" o.c.25% @ 18" o.c. Shrub Mix space @ 42" o.c. 356 container, 42" o.c., min. 24" height 55% @ 42" o.c. ORNAMENTAL GRASSES Bouteloua gracilis 'Blonde Ambition' Calamagrostis acutiflora 'Karl Foerster' Panicum virgatum 'Shenandoah' Sporobolus heteropsis 'Tara' 2" Slope & scarify sides of pit. Excavated soil or topsoil backfill. Set root ball on undisturbedsoil cone at bottom of pit. times ball diameter.Width of pit to be two Finish grade 3" shredded hardwood bark mulch 12 dia. of root ball MULTI-STEM TREE PLANTING Not to Scale PERENNIAL PLANTING Not to Scale Note: All perennial beds shall be planted using triangular planting scheme. Refer to Planting Schedule for On-Center planting dimension. 3" Shredded Hardwood Bark Mulch Remove Container 12" Prepared Soil; Refer to Specifications Compacted Subgrade Existing Grade 1 2 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Pl a n t i n g D e t a i l s L350 R Existing Street Trees to Remain Ov e r a l l I r r i g a t i o n R e f e r e n c e P l a n L400 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Refer to: L401 Refer to: L403 Refer to: L402 Refer to: L404 Refer to: L405 Refer to: L406 0 Scale 1" = 100'-0" 200 '100'50 ' North 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTES IRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. I r r i g a t i o n P l a n L401 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 2 Ma t c h l i n e - S h e e t L 3 0 2 Matchline - Sheet L303Matchline - Sheet L303 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTES IRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. I r r i g a t i o n P l a n L402 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 1 Ma t c h l i n e - S h e e t L 3 0 1 Matchline - Sheet L304Matchline - Sheet L304 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTES IRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. R I r r i g a t i o n P l a n L403 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 4 Ma t c h l i n e - S h e e t L 3 0 4 Matchline - Sheet L305 PR O P E R T Y L I N E PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North Matchline - Sheet L301 Matchline - Sheet L305 Matchline - Sheet L301 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTES IRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C R I r r i g a t i o n P l a n L404 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 3 Ma t c h l i n e - S h e e t L 3 0 3 Matchline - Sheet L305 PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTES IRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. R I r r i g a t i o n P l a n L405 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L304Matchline - Sheet L303 PROPERT Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTESIRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C R I r r i g a t i o n P l a n L406 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L306 PR O P E R T Y L I N E PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North Matchline - Sheet L306 1. Irrigation system is design-build drip irrigation system. Contractor shall submit irrigation design to Landscape Architect for review prior to commencement of Irrigation work. 2. All new mainlines and mainline stub-outs, as required, to be sized as recommended by the design-build contractor for a complete and functional drip system. Clearly mark and identify mainline stub-outs above and below grade. 3. The Irrigation contractor shall test static water pressure at the new Irrigation point of connection (POC). Contractor shall confirm available GPM and report actual pressure reading at the POC to the Owner and Landscape Architect. Anticipated design pressure is 30 PSI. 4. Irrigation drawings are diagrammatic. All piping, valves, etc., shown within paved areas are for design clarification only and shall be installed in planting areas, tight to edge of pavement. Avoid any conflicts between the irrigation system, planting, site lighting, utilities and architectural features. 5. Trench layout, if applicable, review shall occur prior to installation of Irrigation system as per written specifications unless otherwise directed by Owner. 6. Irrigation contractor shall be responsible for the installation of sleeves and chases under paving, and for all control wire. 7. Provide (3) spare control wires from the irrigation controller to furthest valve locations at each end of the mainline. Provide 48" expansion coils at every valve box along spare wire run. House spare wires in dedicated valve box. 8. Do not willfully install the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Owner. In the event this notification is not performed, contractor shall assume full responsibility for any revisions necessary. Install all Irrigation to all for full serviceability. 9. Any damaged concrete, other surfaces or improvements shall be replaced to match existing. 10. Contractor shall adjust each pressure compensating remote control valve and pressure regulator for optimum performance and to compensate for pressure and friction loss. 11. No bending of conduit below hardscape conditions. All piping below harscapes shall be sleeved. 12. Refer to plumbing for hose bib / quick coupler connections, locations, and specification information. GENERAL IRRIGATION NOTESIRRIGATION LEGEND Drip Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (BASE BID) 80% coverage min. All zones to have matched precipitation rate heads. POC C Point of Connection Irrigation Controller PVC Sch. 40 Mainline and PVC Sch. 40 Sleeving 2.5x Mainline Size Backflow Preventer Rain SensorR Drip Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Spray Irrigation (ALTERNATE BID) 80% coverage min. All zones to have matched precipitation rate heads. Si t e D e t a i l s L600 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A 1 2 3 STRUCTUREDGE ALUMINUM PAVER RESTRAINT Not to Scale NOTES: 1. INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES". 2. CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURERS' SLIDING CONNECTOR SYSTEM. 3. CORNERS: NOTCH BASE ONLY AND FORM A CONTINUOUS CORNER. 4. PERMALOC STRUCTUREDGE AS MANUFACTURED BY PERMALOC CORPORATION. 5. DO NOT SCALE DRAWING. ISOMETRIC VIEW SIDE VIEW SPIKE CONNECTOR PERMALOC STRUCTUREDGE ALUMINUM PAVER RESTRAINT COMPACT GRADE ADJACENT TO RESTRAINT PAVERS SETTING SAND FILL ALL VOIDS UNDER RESTRAINT FOR PROPER SUPPORT SUBGRADE CONCRETE RAMSET/HILTI 3/4"(19 MM) - 1" (25 MM) NAIL 2.5" (63.5 MM) MINIMUM FROM EDGE OF CONCRETE, 12" (305 MM) O.C. (TYP.) 2.5" MIN. (63.5 MM MIN.) CONCRETE PAVEMENT Not to scale 4,000 psi Concrete, See SpecificationsFinish Grade 4" Compacted #53 Crushed Stone Varies (See Plan Sheets) 4" Compacted Subgrade NOTES: 1. Provide expansion joints at intersection with another sidewalk, between walks and building slabs, and at other points as indicated on the drawings. 2. Refer to plan drawings for locations of control and expansion joints. 3. Various Finishes and Colors. Refer to Site Materials Plan. Welded Wire Mesh, See Specifications Pedestrian Rated Concrete Pavement Outside of Right-of-Way to be installed per this detail. CONCRETE JOINTING Not to Scale Straight, true sawn joint #5 smooth bar, 12" long, 18" o.c., centered in slab, grease one end SAWN CONTROL JOINT EXPANSION JOINT 3/8" deep, typ Heel-grade sealant, Refer to Specs. 1/8" r. TOOLED CONTROL JOINTvery light broom finish 1'-0" - typ. med. broom finish As indicated on plan drawings. Place expansion joints where concrete pours meet and anywhere concrete patching is required. As indicated on plan drawings. Continue to wall face in all applicable conditions. Brush out marks from trowel on either side of joint, leaving only the joint scored smooth. NOTE: Expansion joint material shall be "Zip-Strip" expansion material with removable cap by Greenstreak or approved equal. 3/8" tooled joint 1/4" 3/8" (unless otherwise noted) 1" 1/3 slab thickness 4 5 BIKE RACK INSTALLATION, SURFACE MOUNTED Scale: 1/2" = 1'-0" Bike Rack (Loop by Landscape Forms, Bronze) PLAN 4'-0" SECTION: SURFACE MOUNT Concrete Pavement, Refer to Detail 1/L500 Bike rack, surface mount Concrete Pavement 2' m i n c l e a r 2' m i n c l e a r 2' - 9 " NOTE: Turn down concrete and dowel at all threshold conditions, where new concrete abuts existing slabs, and at proposed stairs and walls. 4" 3" 4"1'-0" DOWELS IN CONCRETE @ THRESHOLD Scale: 1"=1'-0" Dril 6" into existing slab; grout solid Adjacent building slab or face of wall 12" wide sealed expansion joint 1/ 4 " m a x . 12" dia. smooth dowel, 12" long, 18" o.c., centered in slab, sleeve one end 4,000 p.s.i. Concrete. Refer to Detail 1 this sheet and specifications. 6 COURT SURFACING | PICKLEBALL Scale: 1" = 1'-0" NOVACRYLIC NOVAPLAY SURFACE SYSTEM FOR NEW CONCRETE: SUBMITTALS AND SHOP DRAWINGS A. AUTHORIZED APPLICATOR CERTIFICATE FROM THE SURFACE MANUFACTURER. B. FOLLOW ALL MANUFACTURER'S REQUIREMENTS FOR SURFACE PREPARATION, COATINGS, MARKINGS, & EQUIPMENT. C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING COURT STRIPING, SURFACING COLOR ZONES, AND CONCRETE JOINTING FOR APPROVAL PRIOR TO CONSTRUCTION. 5" 4" COMPACTED No. 53 AGGREGATE BASE (2 ) LAYERS OF POLYETHYLENE VAPOR BARRIER, PERPENDICULAR, TYP. 4,000 PSI WWM REINFORCED CONCRETE, LIGHT BROOM FINISH, NO SEALER. ALL CONTROL JOINTS SHALL BE SAWN, AND ALL EXPANSION JOINTS SHALL BE LOCATED OUTSIDE OF ACTIVE PLAYING SURFACE SYNTHETIC PICKLEBALL COURT SURFACE, REFER TO SPECIFICATIONS FINISH GRADE COMPACTED SUBGRADE 7 8 PAVERS, PEDESTRIAN Scale: Not to Scale Varies (see plan sheets) Pedestrian Pavers, Sand swept joints. Refer to Specifications. #53 Crushed Stone, compacted #2 Crushed Stone, compacted 2" 4" 4,000 psi Concrete, 4" thickness, 5" thickness within ROW Undisturbed or compacted subgrade. 3/4" Bituminous Setting Bed. 1" Weep hole at 10'-0" o.c., both ways, drilled. Filled with compacted sand. Welded Wire Mesh, Refer to Specs. Thickened Concrete Slab. Provide SS doweled expansion joint Provide Paver Edge Restraint when adjacent to lawn or plant bed. See Detail 4/L600 and Specifications. 9 4' TALL VINYL SCREENING FENCE Scale: 1" = 1'-0" Steel reinforced top with vinyl fence panel cap Steel reinforced bottom rail with vinyl fence panel cap Vinyl fence post with internal cap Vinyl fence panel slatting, tongue and groove CIP concrete footings for fence post finish grade 6" 2' - 0 " 6" 3' - 0 " 8'-0" 4' - 0 " 2" 6' - 6 " BASIS OF DESIGN: Barrette Outdoor Living Solid Privacy Fence FIRE PIT Scale: 3/4" = 1'-0" Gas & Electrical Connections as required for Fire Pit Selection. Follow Manufacturer Recommendations for Installation Fire Pit Unit; Refer to Specs.Concrete Pavement, Refer to Materials Plan SECTION DETAIL NOTES: 1. Provide fully detailed Shop Drawing & System Ignition / Shut-Off sequence Diagram for Owner Approval, Prior to Construction. 2. Provide the Following: a. Utility Connections - Gas / Electric to Controls & Fire Pit. b. Lockable & Weatherproof Valve Box w/ Key Valve & Solenoid Valve. c. Emergency Switch, Time Switch, & Ignition Switch Located on 4" x 4" Steel Post. 3. Locate Emergency Switch & Applicable Sign(s) per Local Code Requirements. 4. Coordinate w/ Utility / MEP Plans, and all applicable Trades, Prior to Construction. 5. Bidders shall include all necessary utility runs and connections in final bids. Emergency Shut Off: Gas 4"x4"X14" TH. Galvanized Steel Post, Solid Top, Black Powder Coated Finish, See Specs. See MEP Drawings 12" Dia. Concrete Footing 2' - 6 " 3' - 6 " 3' - 0 " Adjacent Planting Area, Typical Timer Switch Ignition Switch 2' - 4 " 1' - 8 " EMERGENCY SHUTOFF POST AT GRADE NOTES: 1. See Plan for Emergency Shut Off Locations 2. Controls Shall Not Require Tight Grasping, Pinching, or Twisting of the Wrist, and the Operable Force Shall be (5) Five Lbs. Max. Anchor Fire Pit per Manufacturer Specifications (if applicable) SI T E D E T A I L S L601 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A 1 2 5 1' - 0 " 1'-0", typ. DOG PARK FENCE, VINYL COATED CHAIN LINK SCALE: 1/2" = 1'-0" 15" min.Ma n u f a c t u r e r ' s Re c o m m e n d a t i o n Belled Concrete Footing, Typ. See notes. 6' - 0 " ( F 9 - a t D o g A r e a s ) 4' - 0 " ( F 8 - a t u n i t y a r d s ) 15" min. NOTE: Fence Contractor shall be responsible for verifying size of footings and o.c. spacing of posts prior to fabrication. Refer to Specifications. Fence Post, typ. Fence Post Foundation, typ. Provide squared form to top of foundation. Fence, typ. PLAN VIEW Concrete Slab below fenceline. Refer to Materials Plan (at dog areas only - F9). Concrete slab below fenceline. Refer to Materials Plan (at dog areas only - F9). Vinyl Coated Chain Link Fencing (Color: Black); Refer to specifications for fence components. Edges of pavement and sides of foundations to be flush, both sides, typ. DOG PARK ENTRANCE VESTIBULE Scale: 3/8" = 1'-0" VESTIBULEPUBLIC REALM 6' High Chain Link Fence, Refer to Specifications. 4'W x 6'H Chainlink Gate to open IN and OUT. Gate to be operable from both sides. (Provide all Gate Hardware Listed) 4'W x 6'H Chainlink Gate to open IN and OUT. Gate to be operable from both sides. (Provide all Gate Hardware Listed) 6' High Chain Link Fence, Refer to Specifications. DOG WASTE STATION, TerraBound Elite Scale: 1" = 1'-0" 10" 6" 14 " m i n . 6' - 1 " 1' - 0 " Dog Waste Station Sign as supplied by Manufacturer. (Black) Round Waste Can as supplied by Manufacturer. (Black) Provide 1" Slope @ Top of Footing (when not in concrete walk) 4,000 psi Concrete Footing. Recess Footing 4" Below Concrete Walk SINGLpul ® Bag Dispenser as supplied by Manufacturer. (Black) 3' - 6 " 2'-0" Standard Post as Supplied by Manufacturer. (Black) Mo u n t i n g H e i g h t P e r Ma n u f a c t u r e r S t a n d a r d s Mo u n t i n g H e i g h t P e r Ma n u f a c t u r e r S t a n d a r d s Space posts evenly between gates at intervals no greater than 8'-0". 15" 42 " Belled Concrete Footing, Typ. See spec. 4" Max. O.C., Typ. Extruded Aluminum Fencing, Ameristar: Montage Magestic 3 Rail, black powdercoat finish, include gate 3' wide as shown on layout plan. Ho l d t o p o f f e n c e a t c o n s t a n t e l e v a t i o n . Cu t p i c k e t s a s r e q u i r e d t o m a t c h g r a d e . · Am e r i s t a r : M o n t a g e M a g e s t i c 3 R a i l F e n c e - 6' - 0 " m i n . h e i g h t ORNAMENTAL METAL POOL FENCE Scale: 1/2"=1'-0" NOTES: 1. Fence Contractor shall be responsible for verifying size of foundations and o.c. spacing and length of posts prior to fabrication. Refer to Specifications. 2. Contractor to submit full shop drawings for approval by Landscape Architect prior to fabrication. 3. Contractor shall coordinate, furnish, and install all hardware, brackets, supports, and anchors to provide a complete fencing system. 4. Miter cut, weld clean, and grind smooth all visible metal connections. all material shall be black powdercoat finish. 18" Provide Kickplate. Door Surfaces Within 10" of the Floor, Measured Vertically, Shall be Smooth Surface on the Push Side of the Door. Parts Creating Horizontal or Vertical Joints in This Surface Shall be Within 1/16" of the Same Plane as the Other. Cavities Created by Added Kickplates Shall be Capped. 4'-0" 3" Max. 4 3 POOL GATE HARDWARE - BASIS OF DESIGN: Provide the following hardware at each gate. Color of all components to match fence/gate color. ·Weatherized panic bars and mounting plate (Detex V40) ·Electric Strike (HES 9600) ·Trim Box (HES Surface Mount) ·Hydraulic Gate Closures (Lockey TB200) ·Lock Box/Handle (LUKY4040J5L9005GMAB) ·Lock Box Adapter Plate (3019LA-S-C-V) DOG PARK GATE HARDWARE - BASIS OF DESIGN: Provide the following hardware at each gate. Color of all components to match fence/gate color. ·Weatherized panic bars andmounting plate (Detex V40) ·Electric Strike (HES 9600) ·Trim Box (HES Surface Mount) ·Hydraulic Gate Closures (Lockey TB200) ·Lock Box/Handle (LUKY4040J5L9005GMAB) ·Lock Box Adapter Plate (3019LA-S-C-V) ·Chain Link Tension Bar (CLH-LA) Finish Grade; Pile Height Extends 1/2" Above.Stone, Drainage Layer, Refer to Specs & Sieve Analysis OUTDOOR SYNTHETIC TURF Scale: 1-1/2" = 1'-0" NOTES: 1. Provide perimeter drain and equally spaced laterals at 14' o.c. max. Refer to Civil Drawing for Additional Requirements. 2. Turf Basis of Design, Dog Park: K-9 Grass; Outdoor Fitness: Synlawn, Synaugustine 347 3. Condition 1 - Thickened Concrete Slab Edge Condition 2 - Face of Fence Post Foundation Condition 3 - Face of Wall 90% SPD Subgrade Underdrain; See Note1 Non-Woven Filter Fabric Limits of Synthetic Turf Perimeter; See Note 3Synthetic Turf -Alternate Bid Dog Park Surface (K-9 Grass) -Base Bid Outdoor Fitness Surface (Synlawn: Synaugustine 347) Refer to Specifications 4" Anchor Perimeter Nailer to Thickened Edge of Concrete Zeolite Odor Reducing Top Dressing Crystals Per Specifications: Commercial (3+LBS. Per FT².) DRAINAGE AGGREGATE SIEVE ANALYSIS Sieve Size Percent Passing 3/8"100% #4 80-100% #100 10-30% #200 2-10% LC Perforated Tile With Geotextile Wrapping Washed Aggregate; refer to civil plans and details 3" (min)3" (min) DOG PARK MULCH (BASE BID) Not to Scale 1% Slope to Drain, Min. See Plans and Material Data Table for Adjacent Edge Conditions ENGINEERED WOOD FIBER; SEE MATERIAL DATA TABLE RE F E R T O C I V I L 8" M U L C H 5 SI T E D E T A I L S L602 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A 1 GRILL STATION NOTES BUILT IN GRILL: MANUFACTURER: BULL 30" BUILT-IN GAS GRILL MODEL: OUTLAW #26039 NG. FINISHING FRAME: 30" OUTLAW FINISHING FRAME, #49328 VENTS:BULL STAINLESS STEEL VENTS, #42500 TIMER: FIREMAGIC 1 HR TIMER (MODEL 3092) FIREMAGIC 1 HR TIMER BOX (MODEL 5520-11T) TIMER CAN BE MODIFIED AND SET FOR SMALLER TIME INCREMENTS. CONTROLS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND THE OPERABLE FORCE SHALL BE 5 LBS MAX. NOTES: GRILL SIZE TO BE COORDINATED WITH GRILL STATION COUNTERTOP STAINLESS STEEL DOUBLE DOOR: MANUFACTURER: BULL 30 INCH DOUBLE DOOR. DOOR OPENING TO BE COORDINATED WITH GRILL STATION CUT OUT DIMENSIONS: (30 1/2"W., 15 1/2"H.), LOCKABLE GRANITE COUNTERTOP MATERIAL: 1 1/2" GRANITE. REFER TO SPECIFICATIONS. COORDINATE STRUCTURAL SUPPORT & SLAB LAYOUT THROUGH SHOP DRAWING REVIEW PROCESS. COLOR: FINAL COLOR TO BE SELECTED AND REVIEWED BY OWNER. LANDSCAPE ARCHITECT TO APPROVE SAMPLE AND SHOP DRAWINGS. GRANITE COUNTERTOP INSTALLER SHALL DESIGN AND PROVIDE STRUCTURAL SUPPORT AS REQUIRED TO ALLOW THE COUNTERTOP TO SPAN BETWEEN OR CANTILEVER OVER THE SUPPORTS. SUBMIT SHOW DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION GENERAL NOTES: SUBSTITUTIONS TO GRILL AND/OR STAINLESS STEEL DOOR ASSEMBLY MUST BE COORDINATED WITH FABRICATION OF GRILL STATION. GRILL ENCLOSURE TO BE CONSTRUCTED ONLY OF NONCOMBUSTIBLE MATERIALS. CONTRACTOR TO PROVIDE COMPLETE SYSTEM INCLUDING AUTOMATIC TIMER, IGNITION SWITCH, & KEY VALVE TO RESTRICT FLOW OF GAS DURING NON-USE TIMES. SHOP DRAWINGS: LANDSCAPE ARCHITECT TO APPROVE GRILL STATION SHOP DRAWINGS PRIOR TO FABRICATION. CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT WITH CUT SHEET OF FINAL GRILL SELECTION. JOINT SEALANT COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. GRILL STATION TYPE B - ELEVATION Scale: 3/4" = 1'-0" 4" STAINLESS STEEL BUILT IN GRILL, REFER TO NOTES THIS SHEET GRANITE COUNTERTOP VENEER, REFER TO NOTES THIS SHEET SS DOUBLE DOOR, LOCKABLE. CENTER DOOR ON GRILL AUTOMATIC TIMER, PROVIDE ELECTRICAL, SEE NOTES THIS SHEET. ALIGN TOP OF TIME W/ TOP OF SS DOORS (OMIT IF GRILL UNIT SELECTED HAS INTEGRAL TIMER) 2' - 6 " 12'-8" 2" 2" 13'-0" 4" FINISHING FRAME, REFER TO NOTES THIS SHEET 4" 2' - 6 " 3'-6" 4'-0" PROVIDE VENT ON BOTH ENDS, REFER TO NOTES THIS SHEET GRILL STATION PROTOTYPICAL - SECTION Scale: 3/4" = 1'-0" 4" 2' - 1 0 " 2'-10"2" 4" 2" 2'-6" CIP Concrete Wall, Refer to Materials and Notes Plan #5 VERTS. @ 12" o.c. EF Bent in Alternating Directions #5 HORIZS. @ 12" o.c. EF NOTES: 1. Contractor Option to Substitute CMU Construction in Lieu of CIP Concrete. Adjacent Material, Refer to Key Plan 1.5" Granite Countertop Stainless Steel Built In Grill, See Notes This Sheet Mortar Joint Brick Veneer to Match Amenity Building, Refer to Architectural Specifications Masonry Anchors @ 16" o.c. Min. Both Ways SS Flashing and Weeps 3"3" Gas Line, Refer to MEP Drawings 12" SST Dowels @ 24" o.c. #53 Compacted Aggregate 8" 1 2 Si t e D e t a i l s L603 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A 12 3 CATENARY LIGHT AND CABLE CONNECTIONS Not to Scale SS Swageless Fork & Turnbuckle Cable hardware. SS Knife Plate. Refer to Architectural and Structural Drawings. SS Cable / Wire Rope Face of Building CABLE CONNECTION AT BUILDING WALL 1. 1 2 " 3/4" 2/3"SS Cable/ Wire Rope 1. 1 2 " PURE EDGE Saber Line Light, Refer to Specifications SECTION ELEVATION GENERAL NOTES: 1. Drawings shown are intent drawings. Contractor shall provide structural drawings, stamped by a licensed structural engineer in the State of Indiana, as delegated design for all detailing connections, structural members, and cable sizing for review prior to construction. 2. Contractor to provide full shop drawings detailing connections for review prior to construction. CATENARY LIGHT POLE Scale: 1" = 1'-0" NOTES: 1. EASE ALL METAL EDGES. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO BASE PLATE FABRICATION. 3. WELD ALL BASE AND POST PLATE COMPONENTS. 4. INSTALL CATENARY POST LEVEL AND PLUMB. PLAN (2X ENLARGMENT) POST, CENTERED ON BASE PLATE BASE PLATE ANCHOR BOLT HOLES, DRILLED TO FIT 3 8" Ø SCREW ANCHORS, TYP. 12 ' - 0 " 3 8" x 4" S.S. EYE BOLT W/ WASHER AND LOCKING NUT. MOUNT BOLT. 6" 6" SQUARE, BLACK LDPE TUBING PLUG CAP HSS 6" x 6" x 3 16" SQUARE STEEL POST,POWDER COATED BLACK, SEE STRUCTURAL ENGINEER DRAWINGS 3 8" STEEL BASE PLATE & GROUT SETTING BED PEDESTRIAN PAVERS, REFER TO DETAIL 1/2" WIDE SEALED EXPANSION JOINT SEE STRUCTURAL ENGINEER DRAWINGS FOR CONCRETE PIER REINFORCEMENT See Structural Engineer Drawings 4" 4" 6" COMPACTED #53 CRUSHED STONE 1" SHIMS AND GROUT CONCRETE PIER Se e S t r u c t u r a l En g i n e e r D r a w i n g s CONTROL JOINT REFER TO STRUCTURAL ENGINEER DRAWINGS FOR ANCHOR DETAILS 38" SS WIRE ROPE/ CABLE & CATENARY LIGHT SYSTEM REFER TO LIGHTING PLANS FOR PRODUCT SELECTION. NOTE: Follow Manufacturer recommendation on hardware selection and installation instructions. PROVIDE SWAGELESS TYPE SS TURNBUCKLE AT ONE END. PROVIDE SS FORK CABLE HARDWARE AT THE OTHER END. 4,000 PSI FIBER REINFORCED CONCRETE, REFER TO DETAIL TRENCH DRAIN, REFER TO CIVIL ENGINEERING DRAWINGS Space posts evenly between gates at intervals no greater than 8'-0". 15" 42 " Belled Concrete Footing, Typ. See spec. 4" Max. O.C., Typ. Fencing, powdercoat finish, include gate 4' wide as shown on layout plan. Refer to Specification 32 31 19. 4' - 0 " m i n . h e i g h t , R e f e r t o G r a d i n g P l a n FENCE, ORNAMENTAL METAL, 4' HT. Scale: 1/2"=1'-0" Gates to be Equipped with Self-Closing and Positive Self-Latching Closure Mechanism in Compliance with Indiana Building Code. Coordinate Keys/Locks with Owner. Openings to be no Greater Than 1 2". NOTES: 1. Fence Contractor shall be responsible for verifying size of foundations and o.c. spacing and length of posts prior to fabrication. Refer to Specifications. 2. Contractor to submit full shop drawings for approval by Landscape Architect prior to fabrication. 3. Contractor shall coordinate, furnish, and install all hardware, brackets, supports, and anchors to provide a complete fencing system. 4. Miter cut, weld clean, and grind smooth all visible metal connections. all material shall be black powdercoat finish. Install Gate Latching Hardware: - Controls Shall Not Require Tight Grasping, Pinching or Twisting of the Wrist. Operable Force Shall be 5 lbs. Max. Provide Kickplate. Door Surfaces Within 10" of the Floor, Measured Vertically, Shall be Smooth Surface on the Push Side of the Door. Parts Creating Horizontal or Vertical Joints in This Surface Shall be Within 1/16" of the Same Plane as the Other. Cavities Created by Added Kickplates Shall be Capped. Expanded Metal Mesh Panel, Fastened to Pool Side of Fence, Black Powdercoat Finish 3'-0" 3" Max. UNIT YARD GATE HARDWARE - BASIS OF DESIGN: Provide the following hardware at each gate. Color of all components to match fence/gate color. ·Lock Box/Handle (LUKY4040J5L9005GMAB) ·Lock Box Adapter Plate (3019LA-S-C-V) Granular Fill #4 Rebar, 12" O.C. Both Ways Compacted Subgrade 1'-0" (typ.) #3 Nosing Bars, Each Step R 1/2" (typ.) 1/8" Slope Provide handrail on both sides of stair, typ. 1/2" Smooth Dowels @ 12" O.C., typ. Expansion Joint, Typ. w/ Sealant 1'-0" PROTOTYPICAL CONCRETE STEPS Scale: 3/4"=1'-0" 3' - 0 " Stair Risers to Have 30 Degree Max Angle and 1 1/4" Max Depth. Match Stoop Stair Details. Refer to Architectural Drawings 1'-6' Refer to Detail 7 this Sheet for handrail embedment 1'-0" 1'-0" Riser height Varies, 4" min. 7" max. Riser height to be consistent within each run of stairs, Typ. Refer to Grading Plan for top and bottom of stair elevations. 1 1/2" O.D. Metal Pipe Handrail, Powdercoat Finish 1/4" x 3 1/2" Dia. SS Escutcheon Plate, Powdercoat Finish 1/2" x 1 1/2" Bar Stanchion, Powdercoat Finish 6" m i n . 8" m i n . MASONRY WALL Scale: 3/4: = 1'-0" 6' - 0 " 2'-4" Adjacent Pool Deck 2' - 0 " Adjacent Planting Bed Brick veneer to match adjacent buildings and masonry columns; provide horizontal reinforcement at 16" o.c. vertically Expansion Joint with Sealant, typ. #4 Rebar @ 12" o.c. Both Ways Slope 1'-4" Limestone Coping 8x8x16 CMU, Grout Solid 1' - 0 " #4 Rebar @ 12" o.c. Both Ways Slope 4" 3,500 psi Cast-in-place (CIP) Concrete Footing, typ. 6" Compacted #53 Crushed Stone 3" Slope R1" R 1 " TAB 8 A931 MO N U M E N T A L SI G N SCALE: 05 MONUMENTAL SITE SIGN N.T.S. PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 JANUARY 31, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT SCALE: 01 MONUMENTAL SIGN PLANS 1 1/2" = 1'-0"SCALE: 02 SECTION 1 1/2" = 1'-0" 8'-4" 112" 1'-0"7'-1" 112" 65 8"67 8" OUTLINE OF ALUM. COPING ABOVE 1' - 7 " 11 2" 3" 10 " 11 2" 3" 21 4" 51 2" 21 4" BRICK VENEER WEATHER BARRIER ON 7 16 SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. DIMS. TO FINISH FACE OF MATERIALS DIMS. FROM FOOTING TO FRAMING CONT. SEALANT OUTLINE OF BRICK BELOW OUTLINE OF ALUM. COPING ABOVE 'B' FLOOR PLAN AT UPPER PORTION OF LONG SIGN 8'-3" 1"8'-1"1" 618"7'-23 4"618" 1' - 6 " 1" 1' - 3 7 8" 1" 614" 512" 61 4 " WEATHER BARRIER ON 7 16 SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. DIMS. TO FINISH FACE OF MATERIALS DIMS. FROM FOOTING TO FRAMING OUTLINE OF CONCRETE FOOTING / BASE BELOW OUTLINE OF CONCRETE FOOTING / BASE BELOW 'A' FLOOR PLAN AT LOWER PORTION OF LONG SIGN 2 A931 3 A931 SCALE: 03 SECTION 1 1/2" = 1'-0" 1'-7" 1'-6" 3' - 7 1 2" 4" 3' - 2 " 11 2" 8" 2' - 6 " 112" 3"10"3" 112" 1'-7" 1'-6" 3' - 7 1 2" 4" 3' - 2 " 11 2" 112"514"512"514"112" ALUM. COPING SYSTEM AS DESCRIBED ON DETAIL 4 OF THIS SHEET. PROVIDED AND INSTALLED BY SIGN MFR. OUTLINE OF BRICK BEYOND WEATHER BARRIER ON 7 16" SHEATHING ON FLAT 1x4'S @ 24" O.C. 7 16" SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. MTL. FLASHING / DRIP EDGE. EXTEND ON TOP OF HRZ. SHEATHING MTL. FLASHING / DRIP EDGE. EXTEND UP FACE OF SHEATHING MIN. 6 INCHES. TAPE-FLASH AT END OF VERTICAL LEG BRICK VENEER MORTAR NET WEEPS @ 24" O.C. MAX. GRADE PER CIVIL DWGS. FOOTING PER STRUCTURAL DWGS. WEATHER BARRIER 7 16" SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. MTL. FLASHING / DRIP EDGE. EXTEND UP FACE OF SHEATHING MIN. 6 INCHES. TAPE-FLASH AT END OF VERTICAL LEG BRICK VENEER MORTAR NET WEEPS @ 24" O.C. MAX. GRADE PER CIVIL DWGS. FOOTING PER STRUCTURAL DWGS. 1-B A931 1-A A931 1-A A931 2 A931 1' - 6 " EQ . EQ . 51 4 " 31 2" 51 4 " 3'-2" EQ.2'-15 8"EQ. 1"1" 1' - 2 " 2" 10 " 2" 3'-2" 3'-0"1"1" OUTLINE OF ALUM. COPING ABOVE 4 A931 2 A931 'D' FLOOR PLAN AT UPPER PORTION OF SHORT SIGN 'C' FLOOR PLAN AT LOWER PORTION OF SHORT SIGN SCALE: 04 SECTION 1 1/2" = 1'-0" 1'-2" 3' - 7 1 2" 4" 3' - 2 " 11 2" 8" 2' - 6 " 2"10"2" 1'-6" 1'-2" 1-B A931 1-A A931 REF. DETAIL 3 ON THIS SHEET FOR NOTES SIGN CABINET AS DESCRIBED ON DETAIL 4 ON THIS SHEET. PROVIDED AND INSTALLED BY SIGN MANUFACTURER ALUM. COPING SYSTEM AS DESCRIBED ON DETAIL 4 OF THIS SHEET. PROVIDED AND INSTALLED BY SIGN MFR. SIGN CABINET AS DESCRIBED ON DETAIL 4 ON THIS SHEET. PROVIDED AND INSTALLED BY SIGN MANUFACTURER 2"2" 3'-0" WEATHER BARRIER ON 7 16 SHEATHING ON 2x4 WOOD FRAMING @ 24" O.C. BRICK VENEER SIGN CABINET AS DESCRIBED ON DETAIL 4 ON THIS SHEET. PROVIDED AND INSTALLED BY SIGN MANUFACTURER SCALE: 06 SECONDARY SITE SIGN N.T.S. SIGNAGE SIGNAGE SIGNAGESIGNAGESIGNAGE 85.37" City Review Comments 02/05/2025 R Existing Street Trees to Remain ORDINANCE COMPLIANCE CHART Perimeter Landscaping: Requirement: The western, northern, and southern property lines shall provide street trees where it abuts public right-of-way, or 3 shade trees, 3 ornamental trees, and 15 shrubs per 100 l.f. Provided: 22 Street Trees Parking Lot Interiors: Requirement: 1 Shade Tree per 10 parking spots Required: 407 spots = 41 Shade Trees Provided: 41 Shade Trees, 126 Shrubs Building Base Requirement: 1 Shade Tree, 1 Ornamental Tree, and 9 Shrubs per 100 LF Buildings 1, 2, and 3 Required: 668.5 L.F. = 7 Shade Trees, 7 Ornamental Trees, 61 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 62 Shrubs Building 4 Required: 566.3 L.F. = 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Provided: 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Buildings 6, 7, 9, 10, and 13 Required: 613.3 L.F. = 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Club House Required: 427.2 L.F. = 5 Shade Trees, 5 Ornamental Trees, 39 Shrubs Provided: 5 Shade Trees, 5 Ornamental Trees, 40 Shrubs Maintenance Building Required: 188.2 L.F. = 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Provided: 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Ov e r a l l P l a n t i n g a n d I r r i g a t i o n R e f e r e n c e P l a n L300 L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Refer to: L301 L401 Refer to: L303 L403 Refer to: L302 L402 Refer to: L304 L404 Refer to: L305 L405 Refer to: L306 L406 1. Refer to Project Manual for Planting Specifications and Topsoil requirements. Refer to Plant Schedule and Planting Details for additional information. 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. On-site adjustments may be required. 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 4. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 5. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities as governed by plant spacing per schedule. Plant material quantities shown on plan are minimum quantities. Additional material may be needed to meet spacing requirements and field conditions. 6. Seed all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or sod treatment. 7. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet Specifications. Contractor shall coordinate quantity and placement of topsoil. Landscaper shall verify depth of topsoil prior to plant installation. (Refer to specifications for topsoil source and placement requirements) 8. All tree locations shall be marked with 2x2" stakes prior to planting for review and approval by the Landscape Architect. Any plant material installed in an incorrect location, by the judgment of the Landscape Architect, shall be reinstalled at the Contractor's expense. 9. All plant beds shall receive 3" minimum of shredded hardwood bark mulch (unless otherwise noted). 10. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to Owner's satisfaction at no additional cost. 11. The Contractor shall maintain all plant material and lawns until the project is fully accepted by the Landscape Architect, unless otherwise noted. 12. All workmanship and materials shall be guaranteed by the Contractor for a period of one calendar year after Final Acceptance. 13. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. 14. Contractor shall test all tree pits for drainage. Any tree pit that holds water for more than 24 hours shall be installed using tree pit drainage. 15. Tree Protection Fencing is the responsibility of the Contractor. Minimum protected area shall include the full drip line of the canopy. NO construction activities, material storage, etc. may occur within that area. The Contractor shall ensure that no soil compaction or tree damage occurs in any Protected areas, at any time during the construction process. 16. Trees shall be matched in groups unless otherwise noted. GENERAL LANDSCAPE AND PLANTING NOTES 0 Scale 1" = 100'-0" 200 '100'50 ' North Refer to: L305 (4) Thu-o (2) Ame-x (4) Thu-o (2) Ame-x (4) Zel-s (3) Pla-a (3) Ite-p(3) Ite-p (1) Mag-s (4) Thu-o (1) Vib-m (4) Ite-p (1) Mag-v (5) Ite-p(1) Mag-v (3) Thu-o (1) Vib-m (1) Mag-s (3) Pla-a (1) Mag-v (3) Bux-g (2) Liq-r (3) Bux-g (1) Ame-x (1) Ame-x (3) Ite-p (2) Hyd-l (1) Gle-s (1) Zel-s (3) Thu-o (3) Aro-m (1) Mag-v (2) Hyd-l (1) Vib-m (1) Cer-e (1) Pla-a (1) Pla-a (1) Cel-p (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Zel-s (4) Rhu-g (4) Rhu-g (4) Rhu-g (1) Zel-s (1) Zel-s (6) Jun-v (1) Gle-s (1) Gle-s (4) Hyd-l (2) Thu-o (2) Vib-m (3) Vib-m (6) Cle-a (2) Nys-s (4) Thu-o (2) Hyd-l (3) Hyd-l (3) Hyd-l (4) Thu-o (1) Bux-m (5) Pan-s (1) Ame-x (1) Bux-m (2) Hyd-l (2) Hyd-l (1) Ulm-p (3) Aro-m (6) Cle-a (4) Cle-a(2) Rhu-g (5) Aro-m (4) Ite-p (6) Cle-a (1) Ost-v (8) Aro-g (38) All-x The following quantity of Ordinance Required Plantings around Building 11 will be provided via existing and new plants following assessment of existing plantings. ·5 Shade Trees (2.5" cal.) ·5 Ornamental Trees (1.5" cal./ 6' ht.) ·39 Shrubs (18" min. ht.) (1) Cer-e (1) Cer-e Pl a n t i n g P l a n L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 2 Ma t c h l i n e - S h e e t L 3 0 2 Matchline - Sheet L303Matchline - Sheet L303 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North R (1) Mag-v (1) Que-u (17) Bux-x (1) Cor-k (1) Cer-e (1) Lir-t (2) Hyd-l (2) Lir-t (1) Ame-x (1) Ame-x (1) Mag-v (1) Ame-x (2) Thu-o (1) Ame-x (2) Vib-m (4) Hyd-l (1) Ame-x (6) Thu-o (1) Mag-v (3) Thu-o (2) Aro-m (5) Hyd-l (2) Hyd-l (1) Ulm-j (3) Phy-t (1) Zel-s (7) Bux-g (1) Ulm-j (1) Ulm-j(4) Phy-t (5) Cle-a (6) Thu-o (2) Ulm-j (1) Que-u (2) Aro-m (2) Ulm-j (6) Thu-o (6) Thu-o (7) Spo-t (3) Cer-e (3) Aro-m (5) Thu-o (4) Vib-m (3) Aro-m (2) Vib-m (2) Aro-m (53) All-x (8) Aro-g (3) Gle-s (4) Gle-s (12) Aro-g (3) Hyd-l (61) All-x Pl a n t i n g P l a n L305 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L304Matchline - Sheet L303 PROPERT Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North TAB 9 FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FD C PIV FDC PIV FD C PIV FD C PIV FDC PIV FD C PIV FDC PIV D T TT TT TT TT TT TT TT TT TT T TT TT T TT TT TT TT TTTT T T TT T T TT TT T T TT T TT T TTTTTTT TT T T T TT TT TT TTT TT T T TT TT T T T T S S S S S S S S S S S S T T T T T T T T T T T T T T T T T T T T T J J J FH FH FHFHFHFHFH D 15" RCP18" RCP2102 EXISTING ROUNDINLETSW PIPE IS CAPPEDRIM=842.91'IE=839.71' (15" RCP SW)IE=839.57' (18" RCP E)2097 EXISTING ROUND INLETRIM=842.41'IE=838.48' (18" RCP W)IE=838.42' (24" RCP SE)2084 EXISTING STORMMHNORTH PIPE RECESSEDRIM=851.03'IE=846.81' (12" RCP N)IE=839.42' (48" PIPE W)IE=839.42' (48" RCP E)12" RCP2068 EXISTING STORM MHNORTH & WEST APPROXDUE TO PIPES BEING RECESSEDRIM=843.26'IE=839.74' (12" RCP SW)IE=838.93' (30" RCP E)IE=838.95' (12" RCP N)IE=838.95' (30" RCP W) 18" RCP 2136 EXISTING INLET RIM=844.10' IE=839.70' (18" RCP E) 36 " R C P 36 " R C P 2137 EXISTING STORM MH RIM=845.65' IE=831.25' (36" RCP N) IE=831.49' (36" RCP S) IE=839.00' (18" RCP W) 18" RCP 8" P V C 2343 EXISTING SQUARE INLET RIM=838.97' IE=837.12' (8" PVC N) 8 " P V C 2346 EXISTING SQUARE INLET RIM=838.83' IE=837.33' (8" PVC N) 2362 EXISTING SQUARE INLETRIM=831.02'IE=829.60' (12" RCP S) 2389 EXISTING ROUND INLET BOTTOM OF STRUCTURE IS FULL OF SILT - CAN NOT MEASURE INVERTS TOP OF SILT: 828.83 RIM=832.36' 2390 EXISTING ROUND INLET BOTTOM OF STRUCTURE IS FULL OF SILT - CAN NOT MEASURE INVERTS BOTTOM OF STRUCTURE: 831.75 RIM=834.60' 24" RCP 2391 EXISTING ROUND INLET BOTTOM OF STRUCTURE HAS DEBRIS & SILT NO FLOW LINE BOTTOM: 833.38 RIM=837.13' IE=833.63' (24" RCP W) 24" RCP 2395 EXISTING SQUARE INLET BOTTOM: 832.88 SILT IN BOTTOM RIM=836.73' IE=832.83' (24" RCP W) IE=832.92' (24" RCP E) 24" RCP 12" RCP 36 " R C P 3006 EXISTING INLETRIM=841.86'IE=833.71' (24" RCP NW)IE=833.71' (36" RCP S)IE=836.76' (12" RCP E)2100 EXISTING INLETRIM=842.77'IE=836.57' (24" RCP NW)IE=836.57' (24" RCP SE)2339 EXISTING ROUND INLETRIM=843.16'IE=837.50' (24" RCP SE)IE=837.50' (24" RCP NW)2340 EXISTING ROUND INLETRIM=843.14'IE=841.24' (12" RCP NW) 12 " C P P EXISTING INVERT IE=831.24 EXISTING INVERT IE=831.53 15" RCP18" RCP2102 EXISTING ROUNDINLETSW PIPE IS CAPPEDRIM=842.91'IE=839.71' (15" RCP SW)IE=839.57' (18" RCP E)2097 EXISTING ROUND INLETRIM=842.41'IE=838.48' (18" RCP W)IE=838.42' (24" RCP SE)2084 EXISTING STORMMHNORTH PIPE RECESSEDRIM=851.03'IE=846.81' (12" RCP N)IE=839.42' (48" PIPE W)IE=839.42' (48" RCP E)12" RCP2068 EXISTING STORM MHNORTH & WEST APPROXDUE TO PIPES BEING RECESSEDRIM=843.26'IE=839.74' (12" RCP SW)IE=838.93' (30" RCP E)IE=838.95' (12" RCP N)IE=838.95' (30" RCP W) 18" RCP 2136 EXISTING INLET RIM=844.10' IE=839.70' (18" RCP E) 36 " R C P 36 " R C P 2137 EXISTING STORM MH RIM=845.65' IE=831.25' (36" RCP N) IE=831.49' (36" RCP S) IE=839.00' (18" RCP W) 18" RCP 8" P V C 2343 EXISTING SQUARE INLET RIM=838.97' IE=837.12' (8" PVC N) 8 " P V C 2346 EXISTING SQUARE INLET RIM=838.83' IE=837.33' (8" PVC N) 2362 EXISTING SQUARE INLETRIM=831.02'IE=829.60' (12" RCP S) 2389 EXISTING ROUND INLET BOTTOM OF STRUCTURE IS FULL OF SILT - CAN NOT MEASURE INVERTS TOP OF SILT: 828.83 RIM=832.36' 2390 EXISTING ROUND INLET BOTTOM OF STRUCTURE IS FULL OF SILT - CAN NOT MEASURE INVERTS BOTTOM OF STRUCTURE: 831.75 RIM=834.60' 24" RCP 2391 EXISTING ROUND INLET BOTTOM OF STRUCTURE HAS DEBRIS & SILT NO FLOW LINE BOTTOM: 833.38 RIM=837.13' IE=833.63' (24" RCP W) 24" RCP 2395 EXISTING SQUARE INLET BOTTOM: 832.88 SILT IN BOTTOM RIM=836.73' IE=832.83' (24" RCP W) IE=832.92' (24" RCP E) 24" RCP 12" RCP 36 " R C P 3006 EXISTING INLETRIM=841.86'IE=833.71' (24" RCP NW)IE=833.71' (36" RCP S)IE=836.76' (12" RCP E)2100 EXISTING INLETRIM=842.77'IE=836.57' (24" RCP NW)IE=836.57' (24" RCP SE)2339 EXISTING ROUND INLETRIM=843.16'IE=837.50' (24" RCP SE)IE=837.50' (24" RCP NW)2340 EXISTING ROUND INLETRIM=843.14'IE=841.24' (12" RCP NW) 12 " C P P EXISTING INVERT IE=831.24 EXISTING INVERT IE=831.53 10" CLAY10" CLAY10" CLAY8" CLAY2095 EXISTING SANITARY MHRIM=844.51'IE=841.35' (8" CLAY S)IE=841.45' (10" CLAY W)IE=841.32' (10" CLAY E) 1 2 " R C P 12 " R C P 2135 EXISTING SANITARY MH RIM=843.92' IE=837.02' (12" RCP N) IE=836.87' (12" RCP S) 1 2 " V C P 12 " R C P 8 " V C P 8" VCP 2388 EXISTING SANITARY MH RIM=836.43' IE=829.48' (8" VCP N) IE=829.43' (8" VCP S) 2392 EXISTING GREASETRAP RIM=838.41' 2393 EXISTING GREASETRAP RIM=838.23' 2394 EXISTING SANITARY MH RIM=838.09' IE=834.87' (4" PVC E) IE=834.87' (4" PVC N) IE=833.99' (8" VCP NE) IE=833.79' (8" VCP S) 10" VCP 2101 EXISTING SANITARY MHRIM=848.09'IE=838.53' (10" VCP N)IE=838.49' (12" RCP S) 10" VCP 10" VCP 1 0 " V C P 6" V C P 2174 EXISTING SANITARY MH S PIPE OUT OF SERVICE RIM=842.21' IE=834.81' (10" VCP N) IE=834.91' (10" VCP W) IE=836.21' (6" VCP S) 10" CLAY10" CLAY10" CLAY8" CLAY2095 EXISTING SANITARY MHRIM=844.51'IE=841.35' (8" CLAY S)IE=841.45' (10" CLAY W)IE=841.32' (10" CLAY E) 1 2 " R C P 12 " R C P 2135 EXISTING SANITARY MH RIM=843.92' IE=837.02' (12" RCP N) IE=836.87' (12" RCP S) 1 2 " V C P 12 " R C P 8 " V C P 8" VCP 2388 EXISTING SANITARY MH RIM=836.43' IE=829.48' (8" VCP N) IE=829.43' (8" VCP S) 2392 EXISTING GREASETRAP RIM=838.41' 2393 EXISTING GREASETRAP RIM=838.23' 2394 EXISTING SANITARY MH RIM=838.09' IE=834.87' (4" PVC E) IE=834.87' (4" PVC N) IE=833.99' (8" VCP NE) IE=833.79' (8" VCP S) 10" VCP 2101 EXISTING SANITARY MHRIM=848.09'IE=838.53' (10" VCP N)IE=838.49' (12" RCP S) 10" VCP 10" VCP 1 0 " V C P 6" V C P 2174 EXISTING SANITARY MH S PIPE OUT OF SERVICE RIM=842.21' IE=834.81' (10" VCP N) IE=834.91' (10" VCP W) IE=836.21' (6" VCP S) BODNER LN. 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INST. 2021039730 1.44 Acres± BC GRAMERCY II, LLC. INST. 201851337 0.69 Acres± MARY B. & STEVEN P. BOELKE INST. 2020094627 BMF2 GRAMERCY II, LLC. INST.2021039729 35.99 Acres± BMF2 GRAMERCY II, LLC. INST.2021039729 35.99 Acres± 109.6'255.8'208.9'64.4'352.2'42.3'353.1'42.7'279.3'9.3'259.3'224.8'64.4'94.3'322.6'229.8'498.0'296.8'690.4'722.1'255.8'64.4'352.2'353.1'42.7'279.3'259.3'224.8'64.4'94.3'109.6'255.8'208.9'64.4'352.2'42.3'353.1'42.7'279.3'9.3'259.3'224.8'64.4'94.3'322.6'229.8'498.0'296.8'690.4'722.1'255.8'64.4'352.2'353.1'42.7'279.3'259.3'224.8'64.4'94.3' MAG NAILMAG NAIL 39.3'47.9'128.1'39.3' GRAMERCY WEST SECTION ONE Instr. #2018057148 13.155 AC.± GRAMERCY WEST SECTION TWO Instr. 2021059979 5.457AC.± 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768 69C.A. 2 5045 46 4748 49 43 42 41 40393837363534 C.A. 4 C.A. 3 C.A. 8C.A. 7293031323328C.A. 627262524 23 22 C.A. 5 21 20 1918 1516 13 12 17 14 11 8 10 9 7 65 4 3 2 1 C.A. 3 44 117114111108105102118116115113112110109107106 104 103101 C.A. 12 131130 133 132135 134 C.A. 13136137 138 139140141 100 99 70 71 72 73 BC GRAMERCY II, LLC.INST.#201804948536.28 Acres±BMF2 GRAMERCY II, LLC.INST.202103972935.99 Acres±10' WATER LINE EASEMENT TOWN OF CARMEL DEEDRECORD 232, PAGE 218.15' GAS LINEEASEMENTINDIANA GAS &WATER COMPANYDEED RECORD93, PAGE 11.15'10'BMF2 GRAMERCY II, LLC.INST.202103972935.99 Acres± BMF2 GRAMERCY II, LLC. INST.2021039729 35.99 Acres± 10' WATER LINE EASEMENT TOWN OF CARMEL DEEDRECORD 232, PAGE 218.15' GASLINEEASEMENTINDIANAGAS &WATERCOMPANYDEEDRECORD 93,PAGE 11.15'10' 10' WATER LINE EASEMENT TOWN OF CARMEL DEED RECORD 232, PAGE 218. 15' GAS LINE EASEMENT INDIANA GAS & WATER COMPANY DEED RECORD 93, PAGE 11. 15' 10' GRASS ASPHALT DRIVEASPHALT DRIVE AS P H A L T D R I V E AS P H A L T D R I V E AS P H A L T D R I V E AS P H A L T D R I V E BUILDING #2BUILDING #3BUILDING #5 BUILDING #7BUILDING #6BUILDING #11BUILDING #12BUILDING #13BUILDING #14 BU I L D I N G # 1 5 BU I L D I N G # 1 6 BU I L D I N G # 1 7 BU I L D I N G # 1 8 BU I L D I N G # 1 9 BU I L D I N G # 2 0 BUILDING # 2 1 BUILDING # 2 2 BUILDING #23BUILDING #24BUILDING #25BUILDING #26BUILDING #27BUILDING #28BUILDING #29 BUILDING #30 BUILDING #31 BUILDING #32 BUILDING #33 BU I L D I N G # 3 4 BU I L D I N G # 3 5 BU I L D I N G # 3 6 BU I L D I N G # 3 7 BU I L D I N G # 3 8 BU I L D I N G # 3 9 BU I L D I N G # 4 0 BU I L D I N G # 4 1 BU I L D I N G # 4 2 BU I L D I N G # 4 3 BUILDING #44 BUILDING #45 BUILDING #46 BUILDING #47 BUILDING #48 BUILDING #49 BU I L D I N G # 5 0 BU I L D I N G # 5 1 BU I L D I N G # 5 2 B U I L D I N G # 5 3 BUILDING #54 BUILDING #55 BUILDING #56BUILDING #57BUILDING #58BUILDING #59 BU I L D I N G # 6 1 BUILDING #62 BUILDING #63 BUILDING #64 BUILDING #65BUILDING #71 GRASS ASPHALT DRIVEASPHALT DRIVE AS P H A L T D R I V E AS P H A L T D R I V E AS P H A L T D R I V E AS P H A L T D R I V E 6 PARKING SPACES6 PARKING SPACES8 PARKING SPACES8 PARKING SPACES7 PARKING SPACES7 PARKING SPACES 9 P A R K I N G S P A C E S 9 P A R K I N G S P A C E S 7 P A R K I N G S P A C E S 7 P A R K I N G S P A C E S 7 P A R K I N G S P A C E S 7 P A R K I N G S P A C E S 5 P A R K I N G SP A C E S 6 P A R K I N G SP A C E S 7 PARKING SPACES 7 P A R K I N G S P A C E S 4 P A R K I N G S P A C E S 4 P A R K I N G S P A C E S 4 P A R K I N G S P A C E S 3 P A R K I N G S P A C E S 4 P A R K I N G S P A C E S 2 PARKING SPACES 7 P A R K I N G S P A C E S 2 PARKING SPACES 4 PARKING SPACES4 PARKING SPACES 4 P A R K I N G S P A C E S AS P H A L T GRASS GRASS 4.4'9.6'4.6'9.2'7.8'12.2'12.0'12.3'12.4'12.5'7.1'9.0'8.7'6.3'5.1'4.8'4.1'5.3'3.8'4.8'32.9'30.8'25.6'31.7'30.0'32.0'32.1'5.6'3.9'4.4'4.7'4.8'5.8'5.7'3.8'3.9'6.6'26.7'9.6'36.0'8.6'8.7'6.3'8.6'10.0'30.4'30.1'30.0'27.4'30.9'4.4'5.6'7.9'10.1'73.3'59.7'4.5'4.7'4.8'5.0'31.1'31.7'31.3'29.6'59.4'30.0'36.9'6.5'CP 499CP 3011 POOL PLAYGROUND 5.4'9.3'4.8'T TT TT TT TT TT TT TT TT TTTTTTTTTTTT T T TT T TTT T T TT T T TT TT TT TT T TT T TTTTTTT TT T TT TT TT TT TTT TTTTTTTT T TTTGGGG GG GGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG HY D HY DHY D HYD H Y D HYDHYDHYDHYDHYD HY D H Y D H Y D H YD H YDHYDHYDHYD WWWW HY D HY D WWWWWHY D WWWWWW NE COR., NW 1/4SEC. 31, T18N, R4EHARRISON MONUMENT FOUND ACACACACACACACAC AC AC AC ACACAC AC ACACAC AC AC AC AC ACACACACACACACACACACACACACACAC AC AC AC AC AC AC AC AC AC ACAC AC AC AC AC AC AC AC AC AC AC AC AC AC ACAC AC AC AC ACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACAC AC AC AC EEEEEEE E E E E E E E E EEEEEEEE E E E E E E AC AC E AC E E E EE E E EEEEE E E E E E E E EEEE AC AC E E EEEE KIN Z E R A V E N U E (80' P U B L I C R I G H T O F W A Y ) BARRYMORE DRIVE(50' PUBLIC RIGHT OF WAY)KINZER AVENUE(80' PUBLIC RIGHT OF WAY)POWELL WAY(21' PRIVATE) AS T O R L A N E (2 1 ' P R I V A T E ) SHELDON P L A C E (21' PRIV A T E ) TIL D E N W A Y (21' P R I V A T E ) LA G E R F I E L D D R I V E (50' P U B L I C R I G H T O F W A Y ) VA L E N T I N E L A N E (2 1 ' P R I V A T E ) TEMPLETON DRIVE(46' PUBLIC RIGHT OF WAY) AS T O R L A N E (2 1 ' P R I V A T E ) ARROWAE DR.(PRIVATE)E. CITY CENTER DRIVE/ 126THST. (PUBLIC RIGHT OF WAY) STEINBECK PLACE (21' PRIVATE) S S S S S S S S SS S S W WWDD DDDDDDDDDDDDD D D D D D D D D D D BUILDING 1±13,417 SFTFFE=846.20 POOL BUILDING 10±13,306 SFTFFE=851.80F.F.=849.80 PROPOSED WET PONDTOP OF BANK=842.00NORMAL POOL=832.00BOTTOM=824.00 DOGPARK PICKLEBALL COURTMAIL KIOSK MAINTENANCE BUILDINGAND CAR WASHFFE=845.80BUILDING 4±11,971 SFTFFE=848.40F.F.=850.40F.F.=846.40BUILDING 3±13,417 SFTFFE=849.20BUILDING 2±13,417 SFTFFE=849.20 BUILDING 13 ±13,306 SFT FFE=846.50 BUILDING 9±13,306 SFTFFE=846.70 BUILDING 7±13,306 SFTFFE=844.20 BUILDING 6±13,306 SFTFFE=845.05PARKINGGARAGE FUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLY FUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLYFUTURE TOWNHOMES SHOWNFORREFERENCE ONLY EXISTINGBUILDING 5EXISTINGBUILDING 11EXISTINGBUILDING 12 EXISTINGBUILDING 8 HY D H YD H Y D G T T T W W HY D HYD T T T T T T GGG GGG T T GGGGG GGGGG T T TS202136TGGGGGGGTGGGGGGTS2095S2096S2098 S 2099S2101 S 2135 S2174 S2388 S2392 S2393 S2394 C W WW20972102 2136 D 2137 2145 2169 2340 2343 2346 23542356235823602362 2366 2369 2370 23892390 23912395 2396 2398 2399 2400 2401 S HY D H YD H Y D G T T T W W HY D HYD T T T T T T GGG GGG T T GGGGG GGGGG T T TS202216TGGGGGGGTGGGGGGTS2109S2111S2113 S 2115S2117 S 2158 S2185 S2429 S2430 S2431 S2432 C W WW21002104 2138 D 2139 2146 2170 2341 2347 2348 23552357235923632365 2367 2371 2372 23972403 24042405 2408 2409 2410 2411 2412 SNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN NNNNNNNNNNNNNNNNNNNNNNNNNNNNNN N N N N N N N N N N N N NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN N N N N N N N NNNNNN N NN NN NN NN NNNNNNNNNNNNNNN NN NN NNN NN NN NNNNNNNN N NN NN NN NN NN NN NN NNNNNNN NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN N N N N N N N NN N N N N NNNNNNN N NN N NNNNNN N NN N N N NNN N NNNNNNNNNNNNNNNN N N N N NNNNNNNNNNNNNNNNNNNNNN NN NN N N N N NNNNNNNNNNNN N N N N N NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN NNNN N N NNNNNNNNNNNN2034 2214 2215 2218 2221 2225 2228 2233 22872296 2299 2302 200447200449201297201299201920202023202420262028203120322035203820392041204320452047 2048 20502052 2054 2056205720582060206120622064206620682070207220732075207620782080208120822084208620882089209020922094210021042106210721082110211221142116 21182120 21222124 2126 2128 2130 2132 2134 21952196 2198 2200 2202 2203 2204 2206 2208 2210 2212 2216 2220 2222 2224 2226 2230 22322234 22562258 2260 2262 2264 2265 2266 2268 2270 2272 2276 2278 2280 2281 2282 2284 2286 2288 2290 2292 2295 2298 2300 23042306 23122314 2339 2342 3002 3003 3004 520006 520007520008 126th Street Ki n z e r A v e n u e BUILDING 4 (PROPOSED) BUILDING 5 (EXISTING) BUILDING 11 (EXISTING) BUILDING 6 (PROPOSED) BUILDING 7 (PROPOSED)BUILDING 12 (EXISTING) BUILDING 10 (PROPOSED) BUILDING 9 (PROPOSED) BUILDING 3 (PROPOSED) BUILDING 2 (PROPOSED) BUILDING 1 (PROPOSED) CLUBHOUSE (PROPOSED) BUILDING 13 (PROPOSED) PARKING GARAGE (PROPOSED) BUILDING 8 (EXISTING) DOG PARK (PROPOSED) PICKLEBALL COURT (PROPOSED) WET POND (PROPOSED) MAINTENANCE BLDG (PROPOSED) TEX E002 2 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1S1 S1 S1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 33 3 3 3 3 3 3 3 3 3 3 33 3 3 3 3 S1 3 EP122 1 4 4 4 4 6 6 5 5 4 4 6 6 PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S ARCHITECT GC/CM CLIENT Autodesk Docs://22028_Buckingham_GramercyApartments/24156 Buckingham Gramercy MEP v24.rvt 1/31/2025 5:45:28 PM 22028 JANUARY 31, 2025 100% DD SET E002 SI T E L I G H T I N G P L A N BU C K I N G H A M A T GR A M E R C Y 1" = 50'-0" ELECTRICAL SITE LIGHTING PLAN1 #DESCRIPTION DATE 1" = 10'-0" ENLARGED SITE LIGHTING PLAN - POOL COURTYARD2 SHEET KEYNOTES 1 PROVIDE 120V POWER FOR MONUMENT SIGN. COORDINATE EXACT LOCATION WITH CIVIL PLANS AND ARCHITECTURAL ELEVATIONS. 2 EXISTING LIGHT POLE. PROTECT DURING CONSTRUCTION. 3 NEW POST-TOP LUMINAIRE/POLE BY DUKE ENERGY. COORDINATE INSTALLATION. 4 CATENARY POLE. REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 5 LUMINAIRE/POLE ASSEMBLY MOUNTED ATOP 6" CONCRETE BASE. REFER TO DETAIL X/XXX FOR ADDITIONAL INFORMATION. 6 STRING LIGHT MOUNTED BETWEEN BUILDING AND CATENARY POLES. REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. GENERAL NOTES A REFER TO SHEET E000 FOR GENERAL ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS. B REFER TO E600 SERIES SHEETS FOR LIGHT FIXTURE SCHEDULES AND PANEL SCHEDULES. C REFERENCE LANDSCAPE, CIVIL AND ARCHITECTURAL PLANS FOR COORDINATION AND EXACT MOUNTING LOCATIONS. D FINAL PLACEMENT OF POLES AND POLE BASES TO BE COORDINATED WITH OTHER DICIPLINES AND UNDERGROUND UTILITIES. ADJUST PLACEMENT OF POLES AS REQUIRED. E ALL WORK SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES PERTAINING TO WORK WITHIN THS PROJECT. F ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHERPROOF AND RAIN TIGHT. G BUILDING MOUNTED LIGHT FIXTURES ARE SHOWN FOR REFERENCE ONLY. REFER TO LIGHTING PLANS FOR ADDITIONAL INFORMATION. Calculation Summary Label CalcType Units Avg Dog Park Illuminance Fc 0.42 Pool-Pool Deck Illuminance Fc 9.76 Property Line Illuminance Fc 0.19 SITE_Planar Illuminance Fc 0.30 0.0 0.0 0.0 1.1 0.6 0.2 0.1 1.6 1.3 0.7 0.3 0.1 1.6 1.2 0.7 0.3 0.1 1.1 0.6 0.2 0.1 1.0 0.4 0.2 0.1 0.3 0.1 0.1 0.3 0.1 0.1 0.2 0.1 0.1 0.1 0.1 3.6 4.6 5.6 7.1 9.4 12.7 14.4 3.9 5.1 6.4 8.0 11.0 15.8 20.4 21.1 5.0 20.6 20.3 15.1 5.0 17.4 15.2 3.8 5.2 12.9 11.7 3.9 5.1 9.9 7.6 3.9 4.8 9.2 7.5 3.8 4.7 9.1 7.7 3.8 4.8 9.2 7.8 3.9 5.0 9.6 7.7 4.0 5.2 11.6 11.0 7.7 4.3 5.4 15.4 13.7 4.8 6.0 20.9 20.5 15.1 4.9 6.1 7.3 9.0 12.7 17.3 22.9 20.6 5.5 6.6 8.1 11.1 15.4 18.9 0.1 0.10.10.10.20.20.20.20.20.10.10.1 0.2 0.3 0.5 0.7 1.1 1.5 1.5 1.5 1.5 1.4 1.0 0.6 0.4 0.30.40.50.61.81.20.70.40.40.50.81.31.71.41.41.51.10.60.30.20.10.1 0.1 0.1 0.2 0.4 0.7 1.2 1.6 1.5 1.5 1.1 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.3 0.4 0.8 1.2 1.3 1.7 1.5 1.3 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.6 1.2 1.9 1.6 1.1 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.8 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0.1 0.1 0.1 0.1 0.1 0.9 0.6 1.0 2.0 1.4 1.7 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.5 1.9 0.3 0.3 0.6 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.4 0.7 0.6 0.6 1.0 1.2 1.0 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.1 1.6 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.3 0.2 0.2 0.1 0.1 0.3 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 11.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.3 1.4 1.7 1.4 1.2 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.5 0.7 0.5 0.3 0.2 0.1 0.1 4.2 0.6 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.3 0.5 1.4 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.4 0.6 3.6 2.1 1.4 0.6 1.3 1.5 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.5 1.3 1.2 0.7 0.3 0.1 0.1 0.1 0.7 0.9 1.0 1.2 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.3 0.4 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.1 0.1 0.1 0.2 18.4 0.7 0.6 0.5 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.6 0.4 1.6 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.6 0.6 0.4 0.9 2.1 1.3 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 22.9 3.0 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.3 0.6 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.3 0.5 0.4 0.6 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 28.5 0.6 0.8 1.7 1.3 1.6 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.3 13.1 33.6 3.1 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.3 0.4 1.2 1.5 1.1 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0.8 0.8 0.7 1.1 1.3 1.1 1.0 0.7 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.5 1.0 1.8 1.2 0.9 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 1.2 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.9 0.9 0.7 0.5 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.3 19.7 0.1 0.2 0.4 0.8 1.7 1.3 0.6 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.5 0.7 1.7 1.1 0.6 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 1.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.3 1.1 1.5 0.9 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.4 0.7 1.1 1.2 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.1 1.5 1.1 0.7 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 14.8 0.2 0.2 0.3 0.6 0.8 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 1.0 1.8 1.1 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.6 1.0 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.6 0.1 0.7 0.7 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 7.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.4 0.4 0.5 0.2 8.4 0.6 0.4 0.2 0.2 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 0.7 0.5 0.3 1.8 0.4 0.2 0.2 0.1 0.2 0.3 0.4 0.4 0.1 0.1 0.1 0.2 0.5 1.1 1.2 0.6 0.4 0.2 0.2 0.2 0.1 0.1 0.2 0.4 0.7 0.7 0.1 0.1 0.1 0.3 0.7 1.2 1.8 0.6 0.5 0.1 0.1 0.1 0.1 0.1 0.2 0.6 1.1 1.1 0.5 0.1 0.1 0.2 0.4 0.8 1.6 1.0 0.5 0.6 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.4 1.7 0.7 0.1 0.1 0.2 0.4 0.8 1.6 0.6 0.6 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.4 0.7 0.7 0.1 0.1 0.1 0.4 0.8 1.5 1.3 0.6 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.9 0.2 0.1 0.1 0.2 0.5 1.0 1.3 0.3 0.7 0.5 0.1 0.1 0.3 0.7 1.3 1.1 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 5.6 0.2 0.1 0.1 0.2 0.5 1.0 1.9 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.3 0.6 0.8 0.7 0.5 0.6 0.7 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.1 0.1 0.1 0.2 0.4 0.9 1.3 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.4 0.5 0.9 1.3 1.1 0.5 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.7 1.2 1.5 0.3 0.6 0.5 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.5 0.9 1.8 1.1 0.6 0.5 0.3 0.1 0.1 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.5 1.9 0.7 0.4 0.2 0.1 0.2 0.4 0.6 0.5 0.3 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.2 0.8 0.5 0.5 0.2 0.3 0.6 1.1 0.8 0.3 0.1 0.1 8.2 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 34.9 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.6 0.4 0.7 0.3 0.4 0.8 1.7 0.9 0.5 0.2 0.1 1.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 2.8 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.4 0.3 0.3 0.4 0.3 0.5 0.4 1.3 1.0 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.4 0.6 0.2 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0.9 1.4 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.4 0.6 0.2 1.4 1.2 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.5 1.3 1.4 0.8 0.3 0.2 0.1 0.1 0.1 0.3 14.2 0.1 0.1 0.1 0.1 4.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.1 0.8 0.4 0.2 0.2 0.2 0.2 0.3 1.6 0.1 0.1 0.1 0.1 0.1 8.3 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.7 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.5 0.4 0.3 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.5 0.4 0.3 0.3 0.2 0.2 0.3 5.4 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.2 0.3 0.4 0.4 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.4 0.7 0.6 0.4 0.2 0.2 0.1 0.2 0.2 0.3 0.5 0.7 0.5 0.3 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.0 0.9 0.3 0.7 1.4 0.9 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 1.1 1.1 0.5 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.8 1.2 0.7 0.3 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.9 1.4 1.7 1.5 1.4 1.4 1.1 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.2 1.7 0.6 0.4 0.3 0.2 0.2 0.2 0.3 0.5 0.9 1.7 0.9 0.5 0.2 0.1 0.1 0.7 0.3 0.3 0.5 0.6 0.8 0.9 1.0 0.9 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.5 0.9 0.5 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.4 1.4 1.0 0.6 0.3 0.1 0.1 0.1 2.1 0.4 0.3 0.3 0.3 0.4 0.6 0.6 0.6 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.4 0.8 1.7 0.6 0.5 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.4 1.4 1.1 0.6 0.3 0.2 0.1 0.1 0.5 0.3 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.3 0.2 0.2 0.2 0.4 0.8 1.3 1.4 0.5 0.4 0.3 0.2 0.2 0.2 0.4 0.6 1.0 1.9 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.1 11.1 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.6 1.2 1.1 0.5 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.4 1.1 0.7 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.6 0.3 0.5 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.6 0.7 0.4 0.2 0.2 0.1 0.2 7.6 0.7 0.3 0.3 0.4 0.6 0.5 0.6 1.1 0.9 0.6 0.4 0.3 0.2 0.3 0.5 0.8 0.7 0.4 0.2 0.2 0.2 0.1 0.2 0.3 0.4 0.8 1.0 1.1 1.0 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.3 1.7 1.3 1.3 1.9 1.1 0.6 0.4 0.2 0.1 0.1 0.1 0.2 0.4 0.9 1.2 0.6 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.5 0.5 0.2 1.3 1.5 1.0 0.6 0.3 0.2 0.2 0.3 0.4 0.5 0.4 0.3 0.2 0.2 0.4 0.6 0.8 1.2 1.5 0.8 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.5 0.7 1.0 1.1 1.3 1.1 1.1 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.2 0.5 1.0 2.0 0.7 0.5 0.3 0.2 0.1 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.4 1.3 1.7 1.0 0.6 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.6 0.8 0.1 0.2 0.2 0.3 0.5 0.5 0.3 0.2 7.2 0.4 0.3 0.3 0.4 0.4 0.6 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.6 1.1 1.3 0.3 0.6 0.4 0.2 0.1 0.1 26.2 5.1 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.6 1.1 1.4 1.1 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.7 0.8 0.1 0.2 0.3 0.4 0.6 1.0 0.7 0.4 0.2 6.6 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.3 0.6 1.1 1.4 0.3 0.6 0.4 0.2 0.2 0.2 0.2 0.4 0.6 0.8 0.7 0.8 1.0 0.8 0.5 0.4 0.3 0.4 0.6 0.8 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.7 0.1 0.3 0.5 0.5 1.3 1.3 0.7 0.3 0.1 0.1 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 1.0 1.9 0.8 0.5 0.3 0.2 0.2 0.2 0.3 0.4 0.7 0.6 0.5 1.6 1.4 0.9 0.6 0.4 0.3 0.3 0.4 0.5 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.5 0.3 0.2 0.2 0.1 0.1 0.2 0.1 0.7 1.1 0.4 0.6 0.2 1.4 1.1 0.6 0.3 0.1 0.1 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.8 1.3 0.8 0.4 0.3 0.2 0.2 0.3 0.4 0.8 1.4 1.6 1.7 1.2 0.9 0.5 0.3 0.3 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.8 0.8 0.5 0.3 0.2 0.2 0.2 0.2 8.9 0.5 0.9 0.4 0.5 0.6 1.5 1.0 0.5 0.2 0.1 0.1 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.4 0.6 0.8 0.6 0.3 0.2 0.2 0.2 0.3 0.5 0.8 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.1 1.3 0.9 0.5 0.3 0.2 0.2 0.2 0.7 0.6 0.7 0.3 0.8 2.0 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.4 0.4 0.5 0.5 0.4 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.9 1.7 1.3 0.8 0.4 0.2 0.2 0.2 0.3 0.2 0.4 0.3 0.8 1.2 0.8 0.5 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 0.5 0.2 0.6 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.3 0.5 0.7 0.9 0.4 0.3 0.9 0.9 0.7 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.2 0.1 0.1 0.1 0.6 0.6 1.6 1.0 0.6 0.3 0.2 0.2 0.3 0.3 0.2 0.3 0.2 0.3 0.6 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.6 1.5 1.7 1.5 1.4 0.9 0.6 0.3 0.2 0.2 0.3 0.4 0.7 1.2 1.7 1.3 1.3 1.8 1.3 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 3.9 2.5 0.1 0.6 1.6 1.2 0.7 0.3 0.2 0.3 0.4 0.4 0.3 0.1 0.2 0.4 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.9 1.0 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.0 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.7 1.4 1.3 0.8 0.4 0.3 0.3 0.5 0.7 0.7 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.8 0.7 0.4 0.3 0.3 0.6 1.1 1.4 60.7 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.1 0.1 0.1 0.3 0.5 0.4 0.4 0.3 0.3 0.6 1.1 2.3 2.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.0 0.6 0.2 0.1 0.1 0.2 0.3 0.5 0.5 0.2 0.1 0.1 0.3 1.0 0.5 0.1 0.1 0.1 0.1 12.0 0.4 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.3 0.5 1.0 1.6 0.7 0.8 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.9 1.7 1.7 0.7 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 1.1 1.8 1.3 0.6 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.8 1.2 1.1 0.7 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.1 0.1 0.1 0.2 0.3 0.5 0.5 0.5 0.8 0.8 1.0 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.1 0.1 0.1 0.2 0.4 0.7 0.7 0.5 0.6 0.5 0.6 1.6 0.1 0.1 0.1 0.2 0.6 0.9 0.8 0.4 0.1 0.1 0.1 0.2 0.5 1.0 1.1 0.8 0.6 0.4 0.3 0.3 0.1 0.1 0.1 0.1 0.3 0.7 1.4 1.1 0.5 0.1 0.1 0.2 0.3 0.4 1.2 1.7 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.9 1.5 0.9 0.6 0.4 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 1.5 1.8 0.9 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.4 0.2 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.3 1.3 1.0 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.9 1.4 0.7 0.6 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.5 1.6 1.3 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.8 1.4 1.2 0.6 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.8 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.3 0.7 1.0 0.8 0.4 0.1 0.4 0.6 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.5 0.6 0.5 0.1 0.3 0.4 0.4 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.3 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.5 0.5 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 1.1 0.4 1.1 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 0.6 0.7 1.5 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.7 1.2 0.5 1.4 1.3 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.6 1.1 1.3 0.5 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.3 1.5 1.6 1.5 1.3 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 1.3 1.7 1.5 1.3 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.3 1.5 1.7 1.3 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.7 1.1 0.2 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.0 1.5 1.3 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 0.9 1.3 1.3 0.7 0.3 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV FDC PIV T TT TT TT TT TT TT TT TT TT T T TT T T TT TT T T TT TT TTTTT T T TT T T T T T S S S S S S S T T T T T T T T T T T T T T T T T T T T J J 126th Street Ki n z e r A v e n u e BUILDING 4 (PROPOSED) BUILDING 5 (EXISTING) BUILDING 11 (EXISTING) BUILDING 6 (PROPOSED) BUILDING 7 (PROPOSED)BUILDING 12 (EXISTING) BUILDING 10 (PROPOSED) BUILDING 9 (PROPOSED) BUILDING 3 (PROPOSED) BUILDING 2 (PROPOSED) BUILDING 1 (PROPOSED) CLUBHOUSE (PROPOSED) BUILDING 13 (PROPOSED) PARKING GARAGE (PROPOSED) BUILDING 8 (EXISTING) DOG PARK (PROPOSED) PICKLEBALL COURT (PROPOSED) WET POND (PROPOSED) MAINTENANCE BLDG (PROPOSED) TEX S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1S1 S1 S1 S1 FIXTURE WATTS LUMENS PATTERN BUG RATING Acorn 50 6,588 III B2-U4-G4 LED (Light-emitting diode)50 watts Mounting height 12' – 17' Color Black Green Pole Style A Style B Style C Style D Style E Style F IESNA cutoff classification: Non-cutoff Color temperature: 3,000K Primary 4,000K Available ACORN LED ©2022 Duke Energy Corporation 223114 11/22 Outdoor Lighting ACORN LED POLE AVAILABLE MOUNTING HEIGHT FOUNDATION Style A 12', 15', 17'Direct Bury, Anchor Base Style B 12', 17'Anchor Base Style C 12'Anchor Base Style D 12'Anchor Base Style E 12'Anchor Base Style F 12'Anchor Base For additional information, contact us at ODLMidwest@duke-energy.com. LIGHT DISTRIBUTION PATTERNS Type III light distribution patterns Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: PROFILE FINISHES DISTRIBUTION PROFILE ~270° 2.10” 1.24” 0.95” Go to Fixture Dimensions > ASYMMETRIC TEXTURED GREY TEXTURED WHITE TEXTURED BLACK CUSTOM COLOR OUTPUT LIGHT SOURCE WHITE CCT PERFORMANCE Up to 97.6 LM/W LUMEN MAINTENANCE 60,000 HRS L70 POWER REMOTE DISTRIBUTION CRI VOLTAGE UNIVERSAL 120-277V ANSI C136.3 LENGTHS 12", 24", 36", 48" HOUSING PRECISION EXTRUDED ALUMINUM LENS WARRANTY 5-YEAR LIMITED ETL AND cETL FOR IP67 OPERATING TEMP.-20° C TO 50° C HIGH-DENSITY TEMPERED GLASS FINISH HIGH DURABILITY POWDER COATING CERTIFICATION HIGH PERFORMANCE LEDs 2700K, 3000K, 3500K, 4000K ASYMMETRIC 82 CRI (OPTIONAL 90 CRI) 4.0 W/FT, 8.0 W/FT, 12.0 W/FT DIMMING 0-10V, LUTRON - HI-LUME PREMIER 0.1% ECOSYSTEM WITH SOFT-ON, WITH FADE TO BLACK DIMMING E5X ILV---- ----- FIXTURE SHOWN: E5X-MO-27K-UL-EX-12-48-DIM-TBL-ILV IP67 IP68IP66 Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Specifications subject to change without notice 1/7 P.: 505.345.0888 |insightlighting.com Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: SPECIFICATION PROFILE 1023456789 E5X ILV 1 Separate options with dashes E5X ILV 1 FIXTURE E5X E5X 2 WATTAGE LOW OUTPUT LO 4.0 W/FT MEDIUM OUTPUT MO 8.0 W/FT HIGH OUTPUT HO 12.0 W/FT 3 CCT 2700K 27K 3000K 30K 3500K 35K 4000K 40K 4 LIGHT DIRECTION UPLIGHT UL Uplight is provided with a right power-feed location DOWNLIGHT DL Downlight is provided with a left power-feed location Contact factory for alternate power-feed locations 5 MOUNTING PENDANT, JBOX PNA-X X = pendant length specify min. 6" up to max 96" Available as a downlight, left power-feed only EXTENDED ARM, JBOX EXA-X X = arm length, specify between 6" minimum and 18" maximum EXTENDED ARM, ARCH.EA-X X = arm length, specify between 6" minimum and 24" maximum GROUND MOUNT, JBOX GM 6" arm Available as an uplight, right power-feed only 6 LENGTH 12.00"12 24.00"24 36.00"36 48.00"48 7 CONTROL OPTIONS NO DIMMING NO 0-10V DIMMING DIM LUTRON HI-LUME LU1 EcoSystem 24V constant voltage with Soft-on, Fade to Black dimming. Dimming control system to be supplied by others. 40W max. Not available with a 48.0" fixture in high output DMX DIMMING DMXDM Default factory setting is DMX System Resolution Fixtures are not pre-addressed or labeled at the factory. A DMXCAT tool is required for on-site fixture resolution and addressing. Must be ordered separately. See control options below. Fixtures are shipped from the factory with default addressed channel 1 A CDS/RDM Distribution Kit is required. Must be ordered separately. See control options below. DMX controls are required. Must be ordered separately. 8 FINISH TEXTURED WHITE TW TEXTURED BLACK TBL TEXTURED GREY TG CUSTOM COLOR CC Contact factory for custom color - additional charges will apply 9 LOUVER INTERNAL LOUVER ILV Standard 10 OPTIONS HIGH CRI +90 HCRI CORROSION RES. FINISH CRF Corrosion Resistance Finish Complies with ASTM B117 standard CRF is recommended for coastal or extreme exterior environments ---- ----- DMX DISTRIBUTION KIT & ADDRESSING TOOL - REQUIRED FOR DMX DIMMING DMX/RDM DISTRIBUTION KIT - IP67 REMOTE DMX/RDM ADDRESSING AND MONITORING TOOL Consists of 4 outputs. Each output is limited to (1) run, up to 32 fixtures max. 4 terminators are included for end of line termination. Uses Bluetooth LE technology for communication with a smartphone/applications (up to 50’ range). Allows for on-site fixture resolution and addressing. CDS-RDM DMXCAT Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Specifications subject to change without notice 2/7 P.: 505.345.0888 |insightlighting.com Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: PERFORMANCE OUTPUT TOTAL WATTAGE 16.5 W 32.1 W 48.7 W DELIVERED LUMENS 1610.0 LM 3056.0 LM 4490 LM LUMINAIRE EFFICACY PEAK CANDELA 97.6 LM/W 95.2 LM/W 92.2 LM/W 876.0 1664.0 2446.0 LENGTH 48.00" 48.00" 48.00" LOW MEDIUM HIGH CCT 4000K 4000K 4000K E5X ILV---- ----- DRIVERS CAN BE LOCATED UP TO 40’ AWAY FROM FIXTURE. Non-compliance with recommended remote wiring distances may void warrantyREMOTE DISTANCE LIMITS Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Specifications subject to change without notice 3/7 P.: 505.345.0888 |insightlighting.com Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: PENDANT, JBOX (PN-X) FIXTURE DIMENSIONS SPECIFY 6.00” MIN. 96.00” MAX. 12” FIXTURE 24” 48” FIXTURES 5.16”4.39” DIM C DIM A DIM B 2.00”MOUNTING PLATE DETAIL JBOX (BY OTHERS) JBOX (BY OTHERS) DIM C DIM A DIM B 270° E5X ILV---- ----- FIXTURE DIMENSIONS DIM A DIM B DIMENSION DIM C 24.50"12.76" 19.49"6.38" 23.55"11.8" 36.25" 31.24" 35.30" 48.00" 43.00" 47.05" 24"12"36"48" Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Specifications subject to change without notice 4/7 P.: 505.345.0888 |insightlighting.com Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: FIXTURE DIMENSIONS E5X ILV---- ----- FIXTURE DIMENSIONS DIM A DIM B DIMENSION DIM C 24.50"12.76" 19.49"6.38" 23.54"12.43" 36.25" 31.24" 35.29" 48.00" 43.00" 47.04" 24"12"36"48" EXTENDED ARM, JBOX (EXA-X) SPECIFY 6.00” MIN. 18.00” MAX. 270° 5.16”4.39” 0.74” 2.10” DIM C DIM B MOUNTING PLATE DETAILJBOX (BY OTHERS) Ø0.20” DIM C DIM A DIM B DIM A 12” FIXTURE 24” 48” FIXTURES EXTENDED ARM, ARCHITECTURAL (EA-X) SPECIFY 6.00” MIN. 18.00” MAX. 270° 3.00”2.25” 0.74” 2.10” MOUNTING PLATE DETAIL Ø0.20” DIM C DIM A DIM B 24” 48” FIXTURES DIM C DIM B DIM A 12” FIXTURE Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Specifications subject to change without notice 5/7 P.: 505.345.0888 |insightlighting.com Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: E5X ILV---- ----- FIXTURE DIMENSIONS FIXTURE DIMENSIONS DIM A DIM B DIMENSION DIM C 24.50"12.76" 19.49"6.38" 23.54"12.43" 36.25" 31.24" 35.29" 48.00" 43.00" 47.04" 24"12"36"48" GROUND MOUNT, JBOX (GM) 270° 4.50”Ø3.50”0.813”6.00” 2.00” DIM C DIM B DIM A MOUNTING PLATE DETAIL JBOX (BY OTHERS) DIM C DIM B DIM A JBOX (BY OTHERS) 24” 48” FIXTURES 12” FIXTURE Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Speci cations subject to change without notice 6/7 P.: 505.345.0888 |insightlighting.com Black Linear E5X ASYMMETRIC WALL WASH | WHITE LIGHT PROJECT:TYPE:CAT. #: E5X ILV---- ----- CONTRA EXTERIOR LOW POWER SUPPLY, NO DIMMING, 0-10V DIMMING, DMX DIMMING - (96W) 7.00” 5.00”7.00” Ø0.50” CONTRA EXTERIOR LOW POWER SUPPLY, LUTRON HI-LUME - (40W) 14.00” 16.00”8.00” Ø0.33” Ø0.75” REMOTE POWER ENCLOSURE DIMENSIONS Black Linear4341 Fulcrum Way NE, Rio Rancho New Mexico 87144 Revised 03/6/2024 Speci cations subject to change without notice 7/7 P.: 505.345.0888 |insightlighting.com Page 1 of 8WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE TYPE CATALOG# PROJECT 20 2 4 . 1 2 . 0 6 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) 1 Special Order Finish. Minimum order quantity (MOQ) applies. Orders less than MOQ are subject to a special paint set-up fee for the quantity ordered. Extended lead times may apply. Consult Factory. 2 Special Order. Minimum order quantity (MOQ), extended lead time may apply. Consult Factory. 3 Standard driver minimum starting temperature is -10°C / 14°F. 4 Cold Weather Start (-CW) Starting Temperature -30°C / -22°F. 5 Blank EM enclosure available for non-EM units to provide a seamless design aesthetic when EM enabled products are installed. 6 (-EMB-SD) and (-EMB-FC) are not compatible with (-CW) option. 7 Remote Power Supplies and Control Gear required. Available with Wireless Bluetooth Casambi or DMX 512 control. Consult Factory for Details. 8 (-LVR) Hex-Cell Louver is not compatible with CleanBeam Options (-CBU10), (-CBU15), (-CBU35), (-CBD10), (-CBD15), (-CBD35). 347 Input with 0-10V available. Consult Factory for details and lead time. Energy Effi cient Chip-On-Board (COB) Singular LED Light source provides for smooth uniform light output, eliminating the multiple shadow eff ect seen by multiple LED source products. Binned with 3-Step MacAdam Ellipses as recommended by Ansi Standard. Available in 2700k, 3000k, 3500k, 4000k, 5000k, RGBW, and 590nm Amber. Custom RAL Color: Please note that we appreciate custom fi nishes. Custom fi nishes are subject to a special paint setup fee for the quantity ordered. Extended lead times may apply. Consult Factory. 8-11/16" 1-5/8" 3-9/16" 5-3/16" 8-5/8" 3-3/8" 5-3/16" 3-3/8" Shown with Shield Option (-SH) Beam Down Standard Beams Wide Flood Blank Narrow Spot -BD10 Spot -BD20 Flood -BD45 CleanBeam™ Option 10° Pencil Beam -CBD10 15° Clean Beam -CBD15 35° Clean Beam -CBD35 Specialty Beams Wall Wash -BDWW Forward Throw (Type IV) -BDIV Type II (30° x 60°) -BDII2 WD2340 Fixture ORDERING : WD2340B-BU10-BD10UE-DUN-T27-LVR Finish White (RAL 9003)W Silver (RAL 7037)S Bronze (RAL 8019)BZ Black (RAL 9005)B Light Silver (RAL 7036)LS 1 Dark Grey (RAL 7015)DG 1 Metallic Gold (RAL 1001)MG 1 Metallic Black (RAL 7021)MB 1 Lumen 2 x 1000lm (20W)Blank 2 x 1500lm (30W)-L15 • Uniform, Low Glare Illumination • Singular COB light source • New Integral Emergency Option • Unidim dimming option with 2-wire Incandescent, 3-Wire ELV or 0-10V controls • 13' Mtg. Ht., 22' O.C. Spacing (1000 lumen package) • 25' Mtg. Ht., 22' O.C. Spacing (1500 lumen package) • 5-Year Limited Warranty • Photocell Available • Available with Type IV/Forward Throw Optics Optics Beam Up Standard Beams Wide Flood Blank Narrow Spot -BU10 Spot -BU20 Flood -BU45 CleanBeam™ Option 10° Pencil Beam -CBU10 15° Clean Beam -CBU15 35° Clean Beam -CBU35 Specialty Beams Wall Wash -BUWW Forward Throw (Type IV) -BUIV Type II (30° x 60°) -BUII2 Dimming3 Non-Dimming (120V) Blank ELV and Triac Dimming (120V) -DIN 0-10V Dimming (120V/277V) UE-D10 UniDim™ (120V/277V)UE-DUN 0-10V 1% Dimming (120V/277V) UE-D10P1 IP65 Tamper Resistant QuickshipCold Weather Emergency Backup Outdoor US Assembled Wet 120V 277V IK08 Downlight RGBW Option Uplight Options None Blank Hex-Cell Louver -LVR8 Photocell Sensor -SDL Surge Protector -SRG Cold Weather -CW4,6 Glare Shield (Up)-SHU Glare Shield (Down)-SHD Glare Shield (Up and Down) -SH 2-Circuit -2CCT Finish DimmingLumen OptionsOpticsLEDEmergency Options LED 4000K (90 CRI)Blank 2700K (90 CRI)-T27 2700K (97 CRI)-T27-C972 3000K (90 CRI)-T30 3000K (97 CRI)-T30-C972 3500K (90 CRI)-T35 5000K (80 CRI)-T50 RGB+W Control (24VDC)-RGBWV247 Emergency Options None Blank Remote -EMAC Back Pack (Side Mount) -EMB-SD6 Back Pack (Face Mount) -EMB-FC6 Back Pack (Empty) -EMB-BLANK5 WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 2 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) Certifi cations and Listings: ETL / cETL Listed to UL1598 and UL8750 standards. Suitable wet locations. (IP65) Assembled in USA. IK08 rated for impact resistance. SPECIFICATION Application This WD2 series bi-directional wall mount luminaire can be used for both interior and outdoor settings. The dual refl ector design can be used for both direct downward and indirect upward illumination for new construction or retrofi t installations. Typical locations are in residential, commercial, and architectural facades and retail spaces that contain walls and/or columns. Housing/Arm Housing is constructed from a round one piece high grade aluminum extrusion with a rectangular extrusion arm. Extrusions are 6061 alloy; <04% Cu. Top and bottom Faceplates (with fl ush mounted tempered glass lenses) are of a robust die cast aluminum alloy and seal to the Housing by threading into it. Lenses are sealed via silicone o-rings.An aluminum alloy mounting plate with a U-bracket installs onto an electrical junction box and secures into the arm with two (2) fl at head countersunk phillips head stainless steel screws. Mounting: The 4-1/4" square mounting plate with U-bracket installs onto a 3-1/2" or 4" octagonal electrical junction box. For other junction box sizes see installation instructions. (W) (S) (BZ) (B) (LS) (DG) (MG) (MB) Special Order Finishes: Light Silver: RAL 7036 (LS) Dark Gray: RAL 7015 (DG) Metallic Gold: RAL 1001 (MG) Metallic Black: RAL 7021 (MB) Standard Finishes: White: RAL 9003 (W) Silver: RAL 7037 (S) Bronze: RAL 8019 (BZ) Black: RAL 9005 (B) Finish: A 7-stage electrostatic, polymer process provides an outdoor textured powder coat fi nish that delivers outstanding durability, superior anti-aging, resistance to corrosion and UV-degradation. Consult factory for Custom Color. (More Information) Dark Sky IP65 IK08 US Assembled WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 3 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) SPECIFICATION (Continued) Caution: LITON recommends use of surge protectors on the power entering LED Housings. Surge damage is not covered by warranty. Warranty Covered by a 5-Year Warranty to be free of defects in materials and craftsmanship. Fixture should not be installed in applications with ambient temperature above 50°C/122°F. Doing so will result in reduced lamp life and voided warranty. CleanBeam™: Used for a direct uniform light output with minimized fi eld angle and to enhance building aesthetics. Standard Beam: Used for maximum light output and visible fi eld angle. Optics Up and Down multifaceted aluminum refl ectors produce low glare illumination with multiple light control options. LED COB (Chip on Board) singular LED light source provides for smooth, uniform light output, eliminating the imaging produced by multiple LED source optics. Lumen Maintenance: Lumen Maintenance is aminimum 50,000 hours L70 life based on ANSI TM-21 calculations from LM80 standardized test results. Lumen Options (Nominal): 2 x1000lm (20W) 2 x1500lm (30W) Color Temperature: Binned with 4-step MacAdam ellipses as per ANSI Standard recommendation. COLOR TEMP: 2700K 3000K 3500K 4000K 5000K CRI: 90, 97 90, 97 90 90 80, 903000K2700K 4000K 3500K 5000K WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 4 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) SPECIFICATION (Continued) NOTE: Power supply must be placed in dry locations only. 100 feet max for 5 wire low voltage cable 18AWG. Junction Box Dimensions: 11" x 2-7/8" x 1-3/4" (LxWxH) RGB+W RGB+W:15W RGBW LED Module Illuminates surfaces up to 10 feet away. Used for applications desiring a dynamic color changing eff ect. RGB+W design allows fi ne-tuned pastel colors and saturated hues without sacrifi cing illumination brightness. Can be set for static colors or dynamic shows. Multiple control options available with either CASAMBI Wireless Bluetooth control or DMX 512 remote mounted decoders. On-site commissioning and programing available. Consult Factory for Layout Assistance and Lead Times. V + R -G - B -W - WIRED COLOR CCT/WAVELENGTH POWER Red 640nm 3.1W Green 520nm 3.1W Blue 450nm 3.1W White 2700K 3.1W Remote Power Supply Controls Wattage LD5-RGBW-RMTJBX Remote Mounted Decoder -DMX512 15W -W15 Wireless Bluetooth Control -CASAMBI 30W -W30 60W -W60 96W -W96 DC out 120V /277V DMX in DMX out 96W Max LD5-RGBW-RMTJBX LD5-RGBW-RMTJBX LD5-RGBW-RMTJBX LD5-RGBW-RMTJBX DMX signal by others -DMX512 (32 power supplies max) DM X C A T 5 5 WIRE Low Voltage Cable RGBW fixture DC out 96W Max RGBW fixture DC out 120V /277V 75W Max -CASAMBI 5 WIRE Low Voltage Cable RGBW fixture DC out 75W Max RGBW fixture Max distance 16 feet L: 11" W: 2-7/8" H: 1-3/4" LED Driver WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 5 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) SPECIFICATION (Continued) CHARGE WHITE WHITE WHITE LED LAMP EMERGENCY EQUIPMENT UNIT NEUTRAL PURPLE AC DRIVER WITH LED LAMP Charging Indicator Test Switch DRIVER L DRIVER N DIM - NEUTRAL WALL SWITCH WHITE AC DRIVER WITH LED LAMP LED LAMP EMERGENCY EQUIPMENT Charging Indicator Test Switch DRIVER L DRIVER N DIM - 0-10V DIMMER DIM - NEUTRAL WALL SWITCH WHITE LED LAMP EMERGENCY EQUIPMENT AC DRIVER WITH LED LAMP <25W LOAD <40W LOAD >40W LOAD • 0-10V dimmable driver required REMOTE LOCATION EMERGENCY INVERTER (-EMAC): 25W and 40W For installation away from the surface of the building in remote hidden location. • Hidden Emergency Equipment • Must be installed in Dry Locations • Wattage package will determine if 25W or 40W battery gets sent; corresponding wiring diagrams below • 170 VDC output to AC DRIVER during EM mode Not rated for outdoor mounting. Damp location rated. Input Voltage: 120-277VAC/60Hz Output Voltage:170VDC (120VAC Equivalent) Wattage: 25W Switching Time: <1s Charging Time:24h Operating Time: 90 minutes Minimum Temperature: 0°C Maximum Temperature: 50°C Maximum Lumens: 2200lm Self-Diagnostic:No Input Voltage: 120-277VAC/60Hz Output Voltage:170VDC (120VAC Equivalent) Wattage: 40W Switching Time: <1s Charging Time:24h Operating Time: 90 minutes Minimum Temperature: 0°C Maximum Temperature: 50°C Maximum Lumens: 3500lm Self-Diagnostic:Yes WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 6 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) SPECIFICATION (Continued) 3 N L White Green Black Orange 0~10V DIMMER DIM + DIM + DIM- DIM- Pink Purple Orange Blue Brow n Connect to DIM + (Dimmer) DIM +(Driver) DIM-Connect to Connect to White Green Black Orange 3 N L Connect to DIM + (Dimmer) DIM +(Driver) DIM-Connect to Connect to Pink Purpl e Oran ge Blue Brown (<18W) (18W-200W) BackPack Side Mount (-EMB-SD/FC): Output Power: 18 Watts (Max) Input Power:7 Watts (Max) Emergency Operation: ≥90 minutes Operating temp:0°C/32°F to 50°C/122°F Input Voltage: 120V-347 VAC Battery: Recyclable lithium battery 24 Hour Recharge 7-10 Year Life Expectancy Charge Time: 24 hours Max Distance: 25' Weight: 3-3/4 lbs. Warranty: 5-year Surge Protection: Integral 3,000V Self-diagnostic testing: Monthly 30 sec. test, Yearly 90 min. test to verify proper emergency operation per life safety code requirements. 9-1/4" 3-1/4" 3x 1/2" IP Threaded Hole EM Test Switch 5" Illiminates need for long runs back to remote emergency battery location. Installs directly on building surface. Ideal for locations wanting same mounting aesthetics for Emergency and Non- Emergency fi xtures without the use of remote Emergency power. Can be fed from recessed wall mounted junction box from the back of fi xture or surface conduit from side of fi xture. • Wet location rated. • 120V-347V operation. • Self diagnostic. • Integral surge protector for emergency driver only. • Includes (2) 1/2" NPT knock-outs. • Optional -EMB-BLANK can be used to maintain a common aesthetic when -EMB-FC are used. WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 7 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) Additional Options Hexcell Louver (-LVR): 3 mm/.125" (size of the cells) - matte black fi nish, 45° glare cutoff , unframed. Photocell (-SDL): Allows for energy savings when illumination is not need during between dawn to dusks. Cuts off power to LED's during day time or in illuminated environments. Voltage: 120V, 277V Power Consumption .5W On/Off Levels: On @ 0-2fc / Off @ 2fc or more Warranty: 2-Year / 5,000 Cycles Sensor Size: 3/8" Rating: UL/cUL Surge Suppressor (-SRG): Protects driver against surges in line voltage/current (20KV, 1.2/50μS & 10KA, 8/20μS). Provides a positive indication of end-of-life by opening voltage to the load. Surge suppressor is a perishable device requiring periodic replacement. Not a warrantied item. SPECIFICATION (Continued) WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 8 of 8 WD2340 : 4" ROUND 2-DIRECTION WALL MOUNT (IP65) 2 X 1000LM-1500LM (20W-30W) Dimming Options Electrical LED Driver: AC 50/60Hz Electronic Direct Current Class 2 driver integrally mounted. Power Factor > 0.90. See Dimming Section for voltage and wiring. Minimum Operating Temperature: Standard: -10°C/14°F Cold Weather Option: (-CW) -30°C/-22°F SPECIFICATION (Continued) 0-10V Driver 120V/277V (UE-D10): Compatible with most existing 0-10V systems. Also known as fl uorescent or 5-Wire dimming. Allows smooth dimming down to 5% depending upon the dimmer's limitations. Compatible with daylight harvesting controls. ELV and TRIAC Driver 120V (-DIN): Compatible with electronic low voltage, and 2-Wire incandescent dimmers. Also known as leading edge, Reverse Phase, Forward Phase dimming. Allows smooth dimming down to 5% depending upon the dimmer's limitations. UniDim™ Driver 120V/277V (UE-DUN): All in one ELV and TRIAC phase dimming (120V only), and 0-10V dimming (120V/277V). Works with most 3-Wire ELV, 2-Wire incandescent and 120V/277V 5-Wire 0-10V fl uorescent dimmers. Fixture 0 - 10V Wiring Housing 0 - 10V Dimmer DIM+ DIM- L N Fixture 0 - 10V Wiring Housing 0 - 10V Dimmer DIM+ DIM- L N Fixture Incandescent/Phase Wiring ELV TRIAC Housing ELV Dimmer L N Fixture Housing TRIAC Dimmer L N Fixture Incandescent/Phase Wiring ELV TRIAC Housing ELV Dimmer L N Fixture Housing TRIAC Dimmer L N Page 1 of 11WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE 1 Special Order Finish. Minimum order quantity (MOQ) applies. Orders less than MOQ are subject to a special paint set-up fee for the quantity ordered. Extended lead times may apply. Consult Factory. 2 Special Order. Minimum order quantity (MOQ), extended lead time may apply. Consult Factory. 3 Standard driver minimum starting temperature is -10°C / 14°F. 4 Cold Weather Start (-CW) Starting Temperature -30°C / -22°F. 5 Blank EM enclosure available for non-EM units to provide a seamless design aesthetic when EM enabled products are installed. 6 (-EMB-SD) and (-EMB-FC) are not compatible with (-CW) option. 7 Remote Power Supplies and Control Gear required. Available with Wireless Bluetooth Casambi or DMX 512 control. Consult Factory for Details. 8 (-TAM) 590nm AMBER is only available with (Blank) Wide Flood Optic. 9 (-LVR) Hex-Cell Louver is not compatible with CleanBeam Options (-CB10), (-CB20), (-CB35). 347 Input with 0-10V available. Consult Factory for details and lead time. Energy Effi cient Chip-On-Board (COB) Singular LED Light source provides for smooth uniform light output, eliminating the multiple shadow eff ect seen by multiple LED source products. Binned with 3-Step MacAdam Ellipses as recommended by Ansi Standard. Available in 2700k, 3000k, 3500k, 4000k, 5000k, RGBW, and 590nm Amber. Custom RAL Color: Please note that we appreciate custom fi nishes. Custom fi nishes are subject to a special paint setup fee for the quantity ordered. Extended lead times may apply. Consult Factory. Finish WD1340 Fixture Dimming ORDERING : WD1340B-L15-CB35UE-D10-EMAC-T30 TYPE CATALOG# PROJECT Lumen • Uniform, low glare illumination • Singular COB light source • New integral emergency option • UniDim™ dimming option with 2-wire incandescent, 3-wire, ELV or 0-10V controls • 13' mtg. ht., 22' o.c. spacing (1000 lumen package) • 25' mtg. ht., 22' o.c. spacing (1500 lumen package) • 5-year limited warranty • Photocell available • Available with Type IV/Forward Throw Optics WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) OptionsOpticsLED 5-3/16" 5-3/16" 5-7/8" 1-5/8" 3-9/16" 5-7/8" 3-3/8" Shown with Shield Option (-SH) 20 2 4 . 1 2 . 0 4 Finish White (RAL 9003)W Silver (RAL 7037)S Bronze (RAL 8019)BZ Black (RAL 9005)B Light Silver (RAL 7036)LS 1 Dark Grey (RAL 7015)DG 1 Metallic Gold (RAL 1001)MG 1 Metallic Black (RAL 7021)MB 1 Lumen 1000lm (10W)Blank 1500lm (15W)-L15 LED 4000K Blank 2700K (97 CRI)-T27-C972 3000K -T30 3000K (97 CRI)-T30-C972 3500K -T35 5000K -T50 Amber (590nm)-TAM8 RGB+W Control (24VDC) -RGBWV247 Options None Blank Hex-Cell Louver -LVR9 Photocell Sensor -SDL Surge Protector -SRG Cold Weather -CW4,6 Glare Shield -SH Optics Standard Beams Wide Flood Blank Narrow Spot -B10 Spot -B20 Flood -B45 CleanBeam™ Option 10° Pencil Beam -CB10 20° Clean Beam -CB20 35° Clean Beam -CB35 Specialty Beams Wall Wash -BWW Forward Throw (Type IV) -BIV Type II (30° x 60°) -BII2 Dimming3 Non-Dimming (120V) Blank ELV and Triac Dimming (120V) -DIN 0-10V Dimming (120V/277V) UE-D10 UniDim™ (120V/277V)UE-DUN 0-10V 1% Dimming (120V/277V) UE-D10P1 Emergency Options None Blank Remote -EMAC BackPack (Side Mount)-EMB-SD6 BackPack (Face Mount)-EMB-FC6 BackPack (Empty)-EMB-BLANK5 Dark Sky IP65 Tamper Resistant QuickshipCold Weather Emergency Backup Outdoor US Assembled Wet Uplight 120V 277V IK08 Turtle SafeAdjustable Downlight Wall WashRGBW Option Emergency Options WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 2 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) Certifi cations and Listings: ETL / cETL Listed to UL1598 and UL8750 standards. Suitable wet locations. (IP65) Assembled in USA. IK08 rated for impact resistance. SPECIFICATION Application This WD1 series single direction wall mount luminaire can be used for both interior and outdoor locations. The single refl ector design can be used for direct illumination downward or indirect illumination upward for new construction or retrofi t installations. Typical locations are in residential, commercial, and architectural facades and retail spaces that contain walls and/or columns. Housing/Arm Housing is constructed from a round one piece high grade aluminum extrusion with a rectangular extrusion arm. Extrusions are 6061 alloy; <04% Cu. Faceplate (with a tempered, fl ush mounted, glass lens) and end caps are of a robust die cast aluminum alloy. The lens seals with a silicone 0-ring and the Faceplate threads into Housing. An aluminum alloy mounting plate with a U-bracket installs onto an electrical junction box and secures into the arm with two (2) fl at head countersunk phillips head stainless steel screws. Mounting: The 4-1/4" square mounting plate with U-bracket installs onto a 3-1/2" or 4" octagonal electrical junction box. For other junction box sizes see installation instructions. (W) (S) (BZ) (B) (LS) (DG) (MG) (MB) Dark Sky IP65 IK08 US Assembled Special Order Finishes: Light Silver: RAL 7036 (LS) Dark Gray: RAL 7015 (DG) Metallic Gold: RAL 1001 (MG) Metallic Black: RAL 7021 (MB) Standard Finishes: White: RAL 9003 (W) Silver: RAL 7037 (S) Bronze: RAL 8019 (BZ) Black: RAL 9005 (B) Finish: A 7-stage electrostatic, polymer process provides an outdoor textured powder coat fi nish that delivers outstanding durability, superior anti-aging, resistance to corrosion and UV- degradation. Consult factory for Custom Color. (More Information) WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 3 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) SPECIFICATION (Continued) Caution: LITON recommends use of surge protectors on the power entering LED Housings. Surge damage is not covered by warranty. Warranty Covered by a 5-Year Warranty to be free of defects in materials and craftsmanship. Fixture should not be installed in applications with ambient temperature above 50°C/122°F. Doing so will result in reduced lamp life and voided warranty. CleanBeam™: Used for a direct uniform light output with minimized fi eld angle and to enhance building aesthetics. Standard Beam: Used for maximum light output and visible fi eld angle. Optics Multifaceted aluminum refl ector produces low glare illumination with multiple light control options. LED COB (Chip on Board) singular LED light source provides for smooth, uniform light output, eliminating the imaging produced by multiple LED source optics. Lumen Maintenance: Lumen Maintenance is aminimum 50,000 hours L70 life based on ANSI TM-21 calculations from LM80 standardized test results. Lumen Options (Nominal): 1000lm (10W) 1500lm (15W ) (-L15) Color Temperature: Binned with 4-step MacAdam ellipses as per ANSI Standard recommendation. 4000K 5000K Amber COLOR TEMP: 2700K 3000K 3500K 4000K 5000K CRI: 90, 97 90, 97 90 90 80 Amber: 590nm 3000K2700K 3500K WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 4 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) SPECIFICATION (Continued) NOTE: Power supply must be placed in dry locations only. 100 feet max for 5 wire low voltage cable 18AWG. Junction Box Dimensions: 11" x 2-7/8" x 1-3/4" (LxWxH) RGB+W RGB+W:15W RGBW LED Module Illuminates surfaces up to 10 feet away. Used for applications desiring a dynamic color changing eff ect. RGB+W design allows fi ne-tuned pastel colors and saturated hues without sacrifi cing illumination brightness. Can be set for static colors or dynamic shows. Multiple control options available with either CASAMBI Wireless Bluetooth control or DMX 512 remote mounted decoders. On-site commissioning and programing available. Consult Factory for Layout Assistance and Lead Times. V + R -G - B -W - WIRED COLOR CCT/WAVELENGTH POWER Red 640nm 3.1W Green 520nm 3.1W Blue 450nm 3.1W White 2700K 3.1W Remote Power Supply Controls Wattage LD5-RGBW-RMTJBX Remote Mounted Decoder -DMX512 15W -W15 Wireless Bluetooth Control -CASAMBI 30W -W30 60W -W60 96W -W96 DC out 120V /277V DMX in DMX out 96W Max LD5-RGBW-RMTJBX LD5-RGBW-RMTJBX LD5-RGBW-RMTJBX LD5-RGBW-RMTJBX DMX signal by others -DMX512 (32 power supplies max) DM X C A T 5 5 WIRE Low Voltage Cable RGBW fixture DC out 96W Max RGBW fixture DC out 120V /277V 75W Max -CASAMBI 5 WIRE Low Voltage Cable RGBW fixture DC out 75W Max RGBW fixture Max distance 16 feet L: 11" W: 2-7/8" H: 1-3/4" LED Driver WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 5 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) SPECIFICATION (Continued) CHARGE WHITE WHITE WHITE LED LAMP EMERGENCY EQUIPMENT UNIT NEUTRAL PURPLE AC DRIVER WITH LED LAMP Charging Indicator Test Switch DRIVER L DRIVER N DIM - NEUTRAL WALL SWITCH WHITE AC DRIVER WITH LED LAMP LED LAMP EMERGENCY EQUIPMENT Charging Indicator Test Switch DRIVER L DRIVER N DIM - 0-10V DIMMER DIM - NEUTRAL WALL SWITCH WHITE LED LAMP EMERGENCY EQUIPMENT AC DRIVER WITH LED LAMP <25W LOAD <40W LOAD >40W LOAD • 0-10V dimmable driver required REMOTE LOCATION EMERGENCY INVERTER (-EMAC): 25W and 40W For installation away from the surface of the building in remote hidden location. • Hidden Emergency Equipment • Must be installed in Dry Locations • Wattage package will determine if 25W or 40W battery gets sent; corresponding wiring diagrams below • 170 VDC output to AC DRIVER during EM mode Not rated for outdoor mounting. Damp location rated. Input Voltage: 120-277VAC/60Hz Output Voltage:170VDC (120VAC Equivalent) Wattage: 25W Switching Time: <1s Charging Time:24h Operating Time: 90 minutes Minimum Temperature: 0°C Maximum Temperature: 50°C Maximum Lumens: 2200lm Self-Diagnostic:No Input Voltage: 120-277VAC/60Hz Output Voltage:170VDC (120VAC Equivalent) Wattage: 40W Switching Time: <1s Charging Time:24h Operating Time: 90 minutes Minimum Temperature: 0°C Maximum Temperature: 50°C Maximum Lumens: 3500lm Self-Diagnostic:Yes WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 6 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) SPECIFICATION (Continued) 3 N L White Green Black Orange 0~10V DIMMER DIM + DIM + DIM- DIM- Pink Purple Orange Blue Brow n Connect to DIM + (Dimmer) DIM +(Driver) DIM-Connect to Connect to White Green Black Orange 3 N L Connect to DIM + (Dimmer) DIM +(Driver) DIM-Connect to Connect to Pink Purpl e Oran ge Blue Brown (<18W) (18W-200W) BackPack Side Mount (-EMB-SD/FC): Output Power: 18 Watts (Max) Input Power:7 Watts (Max) Emergency Operation: ≥90 minutes Operating temp:0°C/32°F to 50°C/122°F Input Voltage: 120V-347 VAC Battery: Recyclable lithium battery 24 Hour Recharge 7-10 Year Life Expectancy Charge Time: 24 hours Max Distance: 25' Weight: 3-3/4 lbs. Warranty: 5-year Surge Protection: Integral 3,000V Self-diagnostic testing: Monthly 30 sec. test, Yearly 90 min. test to verify proper emergency operation per life safety code requirements. 9-1/4" 3-1/4" 3x 1/2" IP Threaded Hole EM Test Switch 5" Illiminates need for long runs back to remote emergency battery location. Installs directly on building surface. Ideal for locations wanting same mounting aesthetics for Emergency and Non- Emergency fi xtures without the use of remote Emergency power. Can be fed from recessed wall mounted junction box from the back of fi xture or surface conduit from side of fi xture. • Wet location rated. • 120V-347V operation. • Self diagnostic. • Integral surge protector for emergency driver only. • Includes (2) 1/2" NPT knock-outs. • Optional -EMB-BLANK can be used to maintain a common aesthetic when -EMB-FC are used. WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 7 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) Additional Options Hexcell Louver (-LVR): 3 mm/.125" (size of the cells) - matte black fi nish, 45° glare cutoff , unframed. Photocell (/SDL): Allows for energy savings when illumination is not need during between dawn to dusks. Cuts off power to LED's during day time or in illuminated environments. Power Consumption .5W Voltage: 120V, 277V On/Off Levels: On @ 0-2fc / Off @ 2fc or more Warranty: 2-Year / 5,000 Cycles Sensor Size: 3/8" Rating: UL/cUL Surge Suppressor (/SRG): Protects driver against surges in line voltage/current (20KV, 1.2/50μS & 10KA, 8/20μS). Provides a positive indication of end-of-life by opening voltage to the load. Surge suppressor is a perishable device requiring periodic replacement. Not a warrantied item. SPECIFICATION (Continued) WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 8 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) Dimming Options Electrical LED Driver: AC 50/60Hz Electronic Direct Current Class 2 driver integrally mounted. Power Factor > 0.90. See Dimming Section for voltage and wiring. Minimum Operating Temperature: Standard: -10°C/14°F Cold Weather Option: (-CW) -30°C/-22°F SPECIFICATION (Continued) 0-10V Driver 120V/277V (UE-D10): Compatible with most existing 0-10V systems. Also known as fl uorescent or 5-Wire dimming. Allows smooth dimming down to 5% depending upon the dimmer's limitations. Compatible with daylight harvesting controls. ELV and TRIAC Driver 120V (-DIN): Compatible with electronic low voltage, and 2-Wire incandescent dimmers. Also known as leading edge, Reverse Phase, Forward Phase dimming. Allows smooth dimming down to 5% depending upon the dimmer's limitations. UniDim™ Driver 120V/277V (UE-DUN): All in one ELV and TRIAC phase dimming (120V only), and 0-10V dimming (120V/277V). Works with most 3-Wire ELV, 2-Wire incandescent and 120V/277V 5-Wire 0-10V fl uorescent dimmers. Fixture 0 - 10V Wiring Housing 0 - 10V Dimmer DIM+ DIM- L N Fixture 0 - 10V Wiring Housing 0 - 10V Dimmer DIM+ DIM- L N Fixture Incandescent/Phase Wiring ELV TRIAC Housing ELV Dimmer L N Fixture Housing TRIAC Dimmer L N Fixture Incandescent/Phase Wiring ELV TRIAC Housing ELV Dimmer L N Fixture Housing TRIAC Dimmer L N WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 9 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) WD1340 (L15) PHOTOMETRY CLEANBEAM™ – (-B02) 3 ft Grid SPECIALTY BEAM – Wall Wash (-BWW) 3 ft Grid SPECIALTY BEAM – Type II (-BII) 3 ft Grid SPECIALTY BEAM – Type IV (-BIV) 3 ft Grid STANDARD BEAM – Wide Flood (Blank) 3 ft Grid FOOTCANDLES ON WALL AND GROUND CLEANBEAM™ – (-CB20) 3 ft Grid STANDARD BEAM – Wide Flood (Blank) 3 ft Grid CLEANBEAM™ – (-CB35) 3 ft Grid 5.0 fc2.0 fc1.0 fc.5 fc 12'12'12' 5.0 fc2.0 fc1.0 fc.5 fc Footcandles On Wall 9.2'9.3' 15' 7.6' 3.8' 5.1' 3.1' 3.9' 8.6' 6.8'7.2' 7.8'7.5' 20 2 3 . 0 7 . 1 7 WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 10 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) 22 PHOTOMETRY – WD1340 (L15) (Cont.) Footcandles On Ground (2 - Fixture Overlap) 5.0 fc2.0 fc1.0 fc.5 fc STANDARD BEAM – WIDE FLOOD 8 ft Mtg Ht SPECIALTY BEAM – TYPE IV (-BIV) 8 ft Mtg Ht SPECIALTY BEAM – TYPE II (-BII) 8 ft Mtg Ht SPECIALTY BEAM – TYPE II (-BII) 16 ft Mtg Ht SPECIALTY BEAM – TYPE IV (-BIV) 16 ft Mtg Ht STANDARD BEAM – WIDE FLOOD 16 ft Mtg Ht 16 ft 2 ft 40 ft 96 ft 26 ft 16 ft 16 ft 2 ft 16 ft 2 ft 16 ft 2 ft8 ft 48 ft 16 ft 48 ft 2 ft 22 ft 16 ft 48 ft 2 ft 72 ft 22 ft 56 ft WWW.LITON.COM PRODUCT SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE Page 11 of 11 WD1340 : 4" ROUND 1-DIRECTION WALL MOUNT (IP65) 1000LM/1500LM (10W/15W) LUMEN OUTPUT / LPW /BUG RATING LM W Beam Spread -T27 (2700K, 90 CRI) -T30 (3000K, 90 CRI) -T35 (3500K, 90 CRI) Blank (4000K, 90 CRI) -T50 (5000K, 80 CRI) LM LPW cd B U G LM L/W cd B U G LM LPW cd B U G LM LPW cd B U G LM LPW cd B U G 10 0 0 l m 13.9 Wide FL 594 43 788 1 0 0 841 60 821 1 0 0 852 61 832 1 0 0 854 61 834 1 0 0 1018 73 994 1 0 0 -B02 175 13 569 0 0 0 250 18 593 0 0 0 254 18 601 0 0 0 254 18 602 0 0 0 303 22 717 0 0 0 -CB20 284 20 660 1 0 0 406 29 687 1 0 0 411 30 697 1 0 0 412 30 698 1 0 0 491 35 832 1 0 0 -CB35 360 26 598 1 0 0 513 37 622 1 0 0 520 37 631 1 0 0 521 37 632 1 0 0 621 45 753 1 0 0 -B10 750 54 11642 1 0 0 1070 77 12120 1 0 0 1085 78 12290 1 0 0 1087 78 12313 1 0 0 1295 93 14674 1 0 0 -B20 682 49 4355 1 0 0 1043 75 4534 1 0 0 1058 76 4597 1 0 0 1060 76 4606 1 0 0 1263 91 5489 1 0 0 -B45 755 54 1913 1 0 0 1026 74 1991 1 0 0 1040 75 2019 1 0 0 1042 75 2023 1 0 0 1242 89 2411 1 0 0 -BII 694 50 754 2 0 0 989 71 784 2 0 0 1003 72 795 2 0 0 1005 72 797 2 0 0 1198 86 950 2 0 0 -BWW 596 43 703 1 0 0 850 61 732 1 0 0 862 62 743 1 0 0 864 62 744 1 0 0 1030 74 887 1 0 0 -BIV 596 43 703 1 0 0 850 61 732 1 0 0 862 62 743 1 0 0 864 62 744 1 0 0 1030 74 887 1 0 0 -L 1 5 ( 1 5 0 0 l m ) 20.6 Wide FL 1440 70 1057 1 0 0 1499 73 1100 1 0 0 1520 74 1116 1 0 0 1523 74 1118 1 0 0 1815 88 1332 1 0 0 -B02 429 21 780 1 1 0 447 22 812 1 1 0 453 22 823 1 1 0 454 22 825 1 1 0 541 26 983 1 1 0 -CB20 691 34 902 1 0 0 719 35 939 1 0 0 729 35 952 1 0 0 731 35 954 1 0 0 871 42 1137 1 0 0 -CB35 874 42 814 1 0 0 910 44 847 1 0 0 923 45 859 1 0 0 924 45 861 1 0 0 1102 53 1026 1 0 0 -B10 1808 88 15548 1 0 0 1882 91 16187 1 0 0 1909 93 16414 1 0 0 1912 93 16445 1 0 0 2279 111 19598 1 0 0 -B20 1757 85 5768 2 0 0 1830 89 6005 2 0 0 1855 90 6089 2 0 0 1859 90 6101 2 0 0 2215 108 7271 2 0 0 -B45 1313 64 2549 2 0 0 1367 66 2654 2 0 0 1386 67 2691 2 0 0 1389 67 2696 2 0 0 1655 80 3213 2 0 0 -BII 1686 82 1029 2 0 0 1756 85 1071 2 0 0 1780 86 1086 2 0 0 1784 87 1088 2 0 0 2126 103 1297 2 0 0 -BWW 1131 55 748 1 0 0 1177 57 779 1 0 0 1194 58 789 1 0 0 1196 58 791 1 0 0 1423 69 941 1 0 0 -BIV 1131 55 748 1 0 0 1177 57 779 1 0 0 1194 58 789 1 0 0 1196 58 791 1 0 0 1425 69 943 1 0 0