Groove_Cafe

THE GROOVE CAFÉ!"#$%&'()*+,,-./#01()*2

345%4,+6%)378&%7%4,",+94)"4'):59497+5)24"&;-+-12.16.2011

27"4'")<9&%="4+5%)>/+

?;"4)@)?"&-,94A%6+4)?9'#+0/%B

C"4+%&)D4+'%#

The Groove Café incentive team would like to acknowledge the following people who have guided us throughout the design process:

John Folan AIA, LEED BD+C, T. David Fitz-Gibbon Chair, Director of the UDBS

Eve PickerCityLAB

!"#$%&''()#&*+,-.)#&*$/'.0'.-!1'2$#30#41-&&56Aggie Brose

Richard Swartz

!"#$4'((721!5$'8$,-.)#&*$#30#41-&&56Sabrina Clark

Kaaren ParanyaAngelo Restano

SIX PERCENT PLACE: THE GROOVE CAFÉ ARC48_550

CREDITS, ACKNOWLEDGEMENTS, AND DECLARATIONS IN1.00

<96%#)*"0%<#%'+,-()25E49F&%'0%7%4,-()"4')C%5&"#",+94-@".&%)9G)<94,%4,-@".&%)9G)<94,%4,-!96%#4+40)H-%)D,+8/&",+94-D+I)*%#5%4,)*&"5%)D,/';)J"##",+6%K)34,#9'/5,+94()L6%#6+%FD+I)*%#5%4,)*&"5%)D,/';)J"##",+6%K)34,#9'/5,+94()L6%#6+%F345%4,+6%)D/77"#;)J"##",+6%K)34,#9'/5,+94()L6%#6+%F()C%5+-+94)M"E+40345%4,+6%)D/77"#;)J"##",+6%K)34,#9'/5,+94()L6%#6+%F()C%5+-+94)M"E+40345%4,+6%)D598%K)C%790#"81+5)<1"#"5,%#+-,+5-NC","345%4,+6%)D598%K)C%790#"81+5)<1"#"5,%#+-,+5-NC","345%4,+6%)D598%K)C%790#"81+5)<1"#"5,%#+-,+5-NC","345%4,+6%)D598%K)C%790#"81+5)<1"#"5,%#+-,+5-NC","345%4,+6%)D598%K)*#90#"7)?%O/+#%7%4,-)"4')C%-+#".&%)*1;-+5"&)<94'+,+94-345%4,+6%)D598%K)*#90#"7)?%O/+#%7%4,-)"4')C%-+#".&%)*1;-+5"&)<94'+,+94-345%4,+6%)D598%K)C%-+#".&%)P95",+94-ND+,+40)<94'+,+94-345%4,+6%)D598%K)C%-+#".&%)P95",+94-ND+,+40)<94'+,+94-345%4,+6%)D598%K)P"4')H-%)"4')Q94+40)?%O/+#%7%4,-345%4,+6%)D598%K)P"4')H-%)"4')Q94+40)?%O/+#%7%4,-345%4,+6%)D598%K)D+,%)H,+&+B",+94)<94'+,+94-N?%O/+#%7%4,-345%4,+6%)D598%K)D+,%)H,+&+B",+94)<94'+,+94-N?%O/+#%7%4,-345%4,+6%)D598%K)D+,%)<94,%I,)"4')!%4%#"&)D+,%)M9'+$5",+94-345%4,+6%)D598%K)D+,%)<94,%I,)"4')!%4%#"&)D+,%)M9'+$5",+94-345%4,+6%)D598%K)?%&%6"4,):46+#947%4,"&)C",")"4')<94-+'%#",+94-345%4,+6%)D598%K)?%&%6"4,):46+#947%4,"&)C",")"4')<94-+'%#",+94-345%4,+6%)D598%K)C%-+#".&%N?%O/+#%'):46+#947%4,"&)<94,#9&)D;-,%7-345%4,+6%)D598%K)C%-+#".&%N?%O/+#%'):46+#947%4,"&)<94,#9&)D;-,%7-345%4,+6%)D598%K)C%-+#".&%)M",%#+"&)"4')<94-,#/5,+94)@;89&90+%-345%4,+6%)D598%K)C%-+#".&%)M",%#+"&)"4')<94-,#/5,+94)@;89&90+%-345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)S%"#)L4%)T!#996%)M"4"0%7%4,U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)S%"#)L4%)T!#996%)M"4"0%7%4,U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)S%"#)L4%)T!#996%)<"G%U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)S%"#)L4%)T!#996%)<"G%U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)@%4)S%"#)T!#996%)M"4"0%7%4,U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)@%4)S%"#)T!#996%)M"4"0%7%4,U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)@%4)S%"#)T!#996%)<"G%U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)@%4)S%"#)T!#996%)<"G%U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)@%4)S%"#)T<97.+4%'U345%4,+6%)D598%K)*#9R%5,%')L8%#",+94-)@%4)S%"#)T<97.+4%'U345%4,+6%)*#989-"&K)@1%)!#996%)<"GV345%4,+6%)*#989-"&K)P%0"&)34G9#7",+94345%4,+6%)*#989-"&K)P%0%4'-()A%;49,%-()"4')2..#%6+",+94-345%4,+6%)*#989-"&K)*"#,+,+94)@;8%-345%4,+6%)*#989-"&K)C%79&+,+94)*&"4345%4,+6%)*#989-"&K)C%79&+,+94)*&"4345%4,+6%)*#989-"&K)*#989-%')D,#/5,/#%345%4,+6%)*#989-"&K)*#989-%')D,#/5,/#%345%4,+6%)*#989-"&K)*&"4345%4,+6%)*#989-"&K)*&"4345%4,+6%)*#989-"&K)?%W%5,%')<%+&+40)*&"4345%4,+6%)*#989-"&K)?%W%5,%')<%+&+40)*&"4345%4,+6%)*#989-"&K)M+-5X)@%514+5"&)C#"F+40-345%4,+6%)*#989-"&K)M+-5X)@%514+5"&)C#"F+40-345%4,+6%)*#989-"&K)M+-5X)@%514+5"&)C#"F+40-345%4,+6%)*#989-"&K)M+-5X)@%514+5"&)C#"F+40-345%4,+6%)*#989-"&K)*+5,9#+"&)C%79&+,+94)D%O/%45%345%4,+6%)*#989-"&K)*+5,9#+"&)C%79&+,+94)D%O/%45%

Y:?DL3JZX[[3JZX[Z3JZX[\3J\X[[

D**ZX[[D**ZX[Z3DJZX[[3DJZX[Z3DZX[[3DZX[Z3DZX[\3DZX[]3D\X[[3D\X[Z3D]X[[3D]X[Z3D^X[[3D^X[Z3D_X[[3D_X[Z3D`X[[3D`X[Z3DaX[[3DaX[Z3DbX[[3DbX[Z3DcX[[3DcX[Z3DZ[X[[3DZ[X[Z3DZ[X[\3DZ[X[]3DZZX[[3DZZX[Z3DZZX[\3DZZX[]3DZZX[^3DZZX[_3*ZX[[3*ZX[Z3*ZX[\3*ZX[]3*\X[[3*\X[Z3*]X[[3*]X[Z3*^X[[3*^X[Z3*^X[\3*^X[]3*_X[[3*_X[Z3*_X[\3*_X[]3*`X[[3*`X[Z

LEVEL 1 FLOOR PLANSCALE: 3/32” = 1’

1

3IP5.00

12' 0" 12' 0"

CLEAR5' 0"

1' 11"

2' 0"

2' 0"

1:20

2' 0 1/2" 2' 7" 2' 2 1/2"

2' 0"

5' 0"

3' 2"

11' 10 1/2"

1' 8 3/4"

10' 1 3/4"

5' 1 1/2"

6' 7 1/8"

6' 0"

14' 0"

3' 0"

10' 0"13' 8"

7' 11 5/8"

03

07

06

04

08

09 10

05

01

02

3' 0"

1IP5.02

33IP5.03

2IP5.03

32IP5.03

SEATING

(PLATFORM)

OFFICE

WOMEN’S

MEN’S

KITCHEN

VEST.

31IP5.03

GENERAL NOTES1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF THE CARNEGIE MELLON UNIVERSITY PITTSBURGH PROGRAM FOR THE ADAPTIVE TRANSFORMATION OF COMMUNITY HOUSEING. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON SHEET IN2.00. USE OF THE DOCUMENTS FOR ANY PUPOSE, SPCIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING PRODUCED ON CARNEGIE MELLON UNIVERSITY, PITTSBURGH, PENNSYLVANIA SIX PERCENT PLACE INITIATIVE LETTERHEAD.2. NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION ON THIS SHEET AND ALL “IN” AND “CA” SERIES (GOVERNING USE STIPULATIONS AND CODE ANALYSIS) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GOVERNING USE STIPULATION SHEETS AND CODE ANALYSIS (”IN” AND “CA” SERIES DOCUMENTS) PROVIDE CODE, PROCEDURAL, AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUBBIDDERS, CONTRACTORS AND SUBCONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMEWNTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER OR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS, OMISSIONS, OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS.3. DO NOT SCALE DRAWINGS OR UTILIZE SCALED DIMENSIONS. USE ONLY DIMENSIONS/DIMENSIONAL INFORMATION PROVIDED IN THE DOCUMENTS. WHEN NO DIMENSIONAL INFORMATION IS PROVIDED BIDDER, SUBBIDDER, CONTRACTOR, AND SUBCONTRACTOR SHALL CONSULT WITH ARCHITECT IN WRITING. ENTITIES UTILIZING DOCUMENTS SHALL NOT EXECUTE RELEVANT WORK UNTIL WRITTEN RESPONSE/DIRECTIVE HAS BEEN PROVIDED BY ARCHITECT.4. ALL CONSTRUCTION MATERIALS AND INSTALLATIONS SHALL CONFORM TO: AMERICAN INSITUTUE OF ARCHITECTS, AMERICAN NATIONAL STANDARDS INSTITUTE, AMERICAN SOCIETY FOR TESTING AND MEASURES, CONSTRUCTION SPECIFICATIONS INSTITUTE, INDUSTRY FOUNDATION CLASSES, INTERNATIONAL ALLIANCE FOR INTEROPERABILITY, INTERNATIONAL BUILDING CODE 2006, INTERNATIONAL FIRE CODE 2009, INTERNATIONAL STANDARDS ORGANIZATION, NATIONAL CAD STANDARDS, NATIONAL INSTITUTE OF BUILDING SCIENCE, AS WELL AS ALL APPLICABLE FEDERAL CODES, STATE CODES, LOCAL CODES, TRADE ASSOCIATION STANDARDS, AND/OR MANUFACTURERS’ STANDARDS AS ADOPTED BY THE CITY OF PITTSBURGH AND ALLEGHENY COUNTY.

GENERAL PLAN NOTES:

1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS. 4. FURNITURE REPRESENTED IS FOR A FEASIBLE LAYOUT5. ALL DIMENSIONS ARE TAKEN FROM INTERIOR FACE UNLESS NOTED OTHERWISE

PLAN NOTES:

1. MECHANICAL/UTILITY CHASE2. EXIT STAIR FROM PLATFORM LEVEL TO GROUND LEVEL (NOT ADA ACCESSABLE)3. SLOPED FLOOR TO ALLOW ADA ACCESS TO PLATFORM; NEITHER A RAMP NOR GUARDRAIL IS NECESSARY IN THIS INSTANCE4. CONSTRUCT INTERIOR STOREFRONT GLASS WALL FLUSH WITH EXISTING PIER; BUILD COLUMN SUPPORT FOR NORTH EDGE5. COUNTER AND PARTIAL HEIGHT WALL SHALL EXTEND ENTIRE DISTANCE FROM BUILDING PIER (NORTH) TO EXISTING INTERIOR MASONRY WALL EXTENSION (SOUTH)6. RECONSTRUCT EXTERIOR BRICK WALL FROM COLUMNS TO ACHIEVE TWO 12’ 0” OPENINGS FOR SECTIONAL OVERHEAD DOORS

1IP5.00

2IP5.00

1

2

3

4

5

6IN1.01 TABLE OF CONTENTS

3*`X[\3*`X[]3*aX[[3*aX[Z3*aX[\3*aX[]3*aX[^3*aX[_3*aX[`3*aX[a3*aX[b3*aX[c3*aXZ[3*aXZZ3*bX[[3*bX[Z3*bX[\3*bX[]3*bX[^3*bX[_3*bX[`3*bX[a3*bX[b3*bX[c3*bXZ[3*bXZZ<2ZX[[<2ZX[Z<2ZX[\<2ZX[]3M*ZX[[3M*ZX[Z3M*\X[[3M*\X[Z3M*]X[[3M*]X[Z3M*]X[\3M*]X[]3M*^X[[3M*^X[Z3M*^X[\3M*^X[]3M*^X[^3M*^X[_3M*^X[`3M*^X[a3M*^X[b3M*^X[c3M*^XZ[3M*^XZZ3M*_X[[3M*_X[Z

345%4,+6%)*#989-"&K)*+5,9#+"&)2--%7.&;)D%O/%45%345%4,+6%)*#989-"&K)*+5,9#+"&)2--%7.&;)D%O/%45%345%4,+6%)*#989-"&K)<%+&+40)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)<%+&+40)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)<%+&+40)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)<%+&+40)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)<%+&+40)2--%7.&;)D198)C#"F+40-345%4,+6%)*#989-"&K)<%+&+40)2--%7.&;)D198)C#"F+40-345%4,+6%)*#989-"&K)D+04)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)D+04)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)D+04)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)D+04)2--%7.&;)C%,"+&-345%4,+6%)*#989-"&K)D+04)2--%7.&;)D198)C#"F+40-345%4,+6%)*#989-"&K)D+04)2--%7.&;)D198)C#"F+40-345%4,+6%)*#989-"&K):I,%#+9#)*%#-8%5,+6%)D:345%4,+6%)*#989-"&K):I,%#+9#)*%#-8%5,+6%)D:345%4,+6%)*#989-"&K):I,%#+9#)*%#-8%5,+6%)Dd345%4,+6%)*#989-"&K):I,%#+9#)*%#-8%5,+6%)Dd345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)A+,51%4345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)A+,51%4345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)<9/4,%#345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)<9/4,%#345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)D,"0%345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)D,"0%345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)D,9#%G#94,345%4,+6%)*#989-"&K)34,%#+9#)*%#-8%5,+6%)D,9#%G#94,<9'%)24"&;-+-K)345%4,+6%)*#989-"&<9'%)24"&;-+-K)345%4,+6%)*#989-"&<9'%)24"&;-+-K)345%4,+6%)*#989-"&<9'%)24"&;-+-K)345%4,+6%)*#989-"&378&%7%4,",+94)C95/7%4,",+94K)P90+-,+5-378&%7%4,",+94)C95/7%4,",+94K)P90+-,+5-378&%7%4,",+94)C95/7%4,",+94K)<94,#"5,-378&%7%4,",+94)C95/7%4,",+94K)<94,#"5,-378&%7%4,",+94)C95/7%4,",+94K)<#+,+5"&)*",1)24"&;-+-378&%7%4,",+94)C95/7%4,",+94K)<#+,+5"&)*",1)24"&;-+-378&%7%4,",+94)C95/7%4,",+94K)<#+,+5"&)*",1)24"&;-+-378&%7%4,",+94)C95/7%4,",+94K)<#+,+5"&)*",1)24"&;-+-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)D/77"#;378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)D/77"#;378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-)C%,"+&378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)<D3)C%-+04",+94-)C%,"+&378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)C%-+04()*%#7+,)e)P%0"&)C%,"+&-378&%7%4,",+94)C95/7%4,",+94K)<"8+,"&)<9-,-K)C%-+04()*%#7+,)e)P%0"&)C%,"+&-378&%7%4,",+94)C95/7%4,",+94K)f/4'+40378&%7%4,",+94)C95/7%4,",+94K)f/4'+40


TABLE OF CONTENTS IN1.02

@>:D:)CL<HM:J@D)2?:)@>:)<L*S?3!>@:C)*?L*:?@S)2JC)3J@:PP:<@H2P)*?L*:?@S)Lf)@>:)<2?J:!3:)M:PPLJ)HJ3Y:?D3@S)*3@@DgH?!>)*?L!?2M)fL?)@>:)2C2*@3Y:)@?2JDfL?M2@3LJ)Lf)<LMMHJ3@S)>LHD3J!X)@>:)CL<HM:J@D)2?:)JL@)@L)g:)?:*?LCH<:C)L?)H@3P3Q:C)fL?)2JS)*H?*LD:)L@>:?)@>2J)L?3!3J2PPS)3J@:JC:C)2D)D@3*HP2@:C)LJ)D>::@)3J\X[[)2JC)!LY:?JD)2PP) D>::@D) 3J<PHC:C) 3J) @>:) 3JC:h) 3JZX[[X) HD:) Lf) @>:) CL<HM:J@D) fL?) 2JS) *H?*LD:()D*:<3f3<2PPS) D@3*HP2@:C) L?) JL@() D>2PP) g:) !?2J@:C) LJPS) Y32) 2H@>L?3Q:C) d?3@3J!)*?LCH<:C) LJ) <2?J:!3:) M:PPLJ) HJ3Y:?D3@S() *3@@DgH?!>() *:JJDSPY2J32) D3h) *:?<:J@)*P2<:)3J3@32@3Y:)P:@@:?>:2CX

JLJ:)Lf)@>:)CL<HM:J@D)3J<PHC:C)3J)@>:)C?2d3J!)3JC:h)2?:)3J@:JC:C)@L)g:)<LJD3C:?:C)3J)3DLP2@3LJ)Lf)LJ:)2JL@>:?X)2PP)*2?@3:D)H@3P3Q3J!)@>:D:)CL<HM:J@D)fL?)g3CC3J!()iH2J@3@S)DH?Y:S() 2JCNL?) <LJD@?H<@3LJ) D>2PP) <LJDHP@) @>:) !:J:?2P) JL@:D) 2JC) 3JfL?M2@3LJ)PL<2@:C)LJ)@>3D)D>::@)2JC)2PP) j3Jk)2JC) j<2k)D:?3:D) T!LY:?J3J!)HD:)D@3*HP2@3LJD)2JC)<LC:)2J2PSD3DU)D>::@D)fL?) 3JfL?M2@3LJ)2JC)<LJC3@3LJD)!LY:?J3J!)dL?A)C:D<?3g:C)3J) CL<HM:J@D) P3D@:C) 3J) @>:) C?2d3J!) 3JC:h) g:fL?:) *?L<::C3J!) d3@>) *?L<H?:M:J@)2JCNL?)<LJD@?H<@3LJX)!LY:?J3J!)HD:)D@3*HP2@3LJ)D>::@D)2JC)<LC:)2J2PSD3D)Tj3Jk)2JC)j<2k) D:?3:D) CL<HM:J@DU) *?LY3C:) <LC:() *?L<:CH?2P()2JC) HD:) !H3C:P3J:D) !LY:?J3J!)2PP)g3C)2JCNL?)<LJD@?H<@3LJ)CL<HM:J@DX)2PP)g3CC:?D()DHglg3CC:?D()<LJ@?2<@L?D)2JC)DHgl<LJ@?2<@L?D)D>2PP)H@3P3Q:)<LM*P:@:)D:@D)Lf)@>:)g3CC3J!)2JCNL?)<LJD@?H<@3LJ)CL<HM:J@D) 3J) iH2J@3fS3J!) 2JC) <LJD@?H<@3J!X) J:3@>:?) @>:) LdJ:?) L?) 2?<>3@:<@)2DDHM:D) ?:D*LJD3g3P3@S) fL?) :??L?D() LM3DD3LJD() L?) M3D3J@:?*?:@2@3LJD) ?:DHP@3J!)f?LM)@>:)HD:)Lf)3J<LM*P:@:)D:@D)Lf)g3CC3J!)2JCNL?)<LJD@?H<@3LJ)CL<HM:J@DX

CL)JL@)D<2P:)C?2d3J!D)L?)H@3P3Q:)D<2P:C)C3M:JD3LJDX)HD:)LJPS)C3M:JD3LJDNC3M:JD3LJ2P)3JfL?M2@3LJ) ) *?LY3C:C) 3J) @>:) CL<HM:J@DX) d>:J) JL) C3M:JD3LJ2P) 3JfL?M2@3LJ) 3D)*?LY3C:C)g3CC:?()DHglg3CC:?()<LJ@?2<@L?()2JC)DHgl<LJ@?2<@L?)D>2PP)<LJDHP@)d3@>)2?<>3@:<@)3J)d?3@3J!X):J@3@3:D)H@3P3Q3J!)CL<HM:J@D)D>2PP)JL@):h:<H@:)?:P:Y2J@)dL?A)HJ@3P)d?3@@:J)?:D*LJD:NC3?:<@3Y:)>2D)g::J)*?LY3C:C)gS)2?<>3@:<@X)))

2PP)<LJD@?H<@3LJ)M2@:?32PD)2JC)3JD@2PP2@3LJD)D>2PP)<LJfL?M)@LK)2M:?3<2J)3JD@3@H@:)Lf) 2?<>3@:<@D() 2M:?3<2J) J2@3LJ2P) D@2JC2?CD) 3JD@3@H@:() 2M:?3<2J) DL<3:@S) fL?)@:D@3J!)2JC)M:2DH?:D()<LJD@?H<@3LJ)D*:<3f3<2@3LJD)3JD@3@H@:()3JCHD@?S)fLHJC2@3LJ)<P2DD:D() 3J@:?J2@3LJ2P)2PP32J<:)fL?)3J@:?L*:?2g3P3@S() ) 3J@:?J2@3LJ2P)gH3PC3J!)<LC:)\[[`() 3J@:?J2@3LJ2P)f3?:)<LC:)\[[c() 3J@:?J2@3LJ2P)D@2JC2?CD)L?!2J3Q2@3LJ()J2@3LJ2P)<2C) D@2JC2?CD() J2@3LJ2P) 3JD@3@H@:) Lf) gH3PC3J!) D<3:J<:() 2D) d:PP) 2D) 2PP) 2**P3<2gP:)f:C:?2P) <LC:D() D@2@:) <LC:D() PL<2P) <LC:D() @?2C:) 2DDL<32@3LJ) D@2JC2?CD() 2JCNL?)M2JHf2<@H?:?mD) D@2JC2?CD) 2D) 2CL*@:C) gS) @>:) <3@S) Lf) *3@@DgH?!>) 2JC) 2PP:!>:JS)<LHJ@SX


GOVERNING USE STIPULATIONS IN2.00

cityLAB

Monongahela River

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y Ave

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the 6% place*+,,-./#01)+-)")51"40+40)5+,;X)2&,19/01)+,)7"'%)+,-)4"7%)"-)94%)9G),1%)+4,%#4",+94"&)&%"'%#-)+4)-,%%&)8#9'/5,+94()+,) 1"-) .%%4) G9#5%') ,9) "'"8,) ,9) ,1%) %59497+5) 5&+7",%)9G) ,1%) ,F%4,;l$#-,) 5%4,/#;() 94%) ,1",) '9%-) 49,) +45&/'%)-,%%&X)@1+-)8#90#%--+94)9G)51"40%)1"-)&%G,),1%)5+,;)F+,1)") '%5&+4+40) 898/&",+94n*+,,-./#01) &9-,) \b) ,19/-"4')#%-+'%4,-).%,F%%4)\[[[)"4')\[Z[X1)C%-8+,%),1+-)'#98(),1%) 5+,;) 1"-) -%%4) ") #+-%) 9G) Z\) ,19/-"4') #%-+'%4,-) +4),1%)\_l^[);%"#)9&')"0%).#"5E%,(2)F1+51)%-,".&+-1%-)")8#%7+-%)G9#),1%)+4+,+",+94)9G)89-+,+6%)51"40%).%5"/-%)9G),1%+#)G#%-1)+'%"-)"4')G9#F"#'l,1+4E+40)",,+,/'%-X

d+,1),1+-)E49F&%'0%)+4)7+4'()5+,;P2g)'%#+6%'),1%)49,+94)9G),1%) o)8&"5%X)@1%) o)8&"5%)+-)'%$4%')"-)94%)+4)F1+51)ò)9G),1%)#%-+'%4,-)"#%)8#"5,+5+40)5#%",+6%)F9#E%#-X)2)-,/';).;)<:L-)G9#)<+,+%-)+4)\[[a)+4'+5",%'),1",)")7"--)9G)5#%",+6%)F9#E%#-)5"4)",,#"5,)9,1%#)F9#E%#-X)<#%",+6%)F9#E%#-) ,%4') ,9) .%) 1+01&;) %4,#%8#%4%/#+"&() "4') ,1%)-,/';) G9/4') ,1",) +4)"#%"-)F+,1)W9/#+-1+40)%59497+%-()ò) 9G) 8%98&%) F%#%) 5#%",+6%) F9#E%#-X]) C#"F+40) G#97),1+-)#%-%"#51()5+,;P2g) +4,%4'-) ,9)5946%#,) ,1%)!"#$%&')4%+01.9#199') +4,9) ,1%) ò) 8&"5%() F+,1) ,1%) +4,%4,+94)

SPP1.00)SIX PERCENT PLACE STUDY SUMMARY NARRATIVE

cityLAB

Monongahela River

Allegh

eny R

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Penn Avenue

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y Ave

nueM

athi

lda

Stre

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the 6% place9G) ",,#"5,+40) #%-+'%4,-) G#97)"&&) "#9/4') ,1%) 59/4,#;) +4)"''+,+94),9),1%)0#%",%#)*+,,-./#01)#%0+94X)f/#,1%#79#%()5+,;P2g)F9/&')&+E%),9)%-,".&+-1)")p,99&.9Im)9G)89,%4,+"&)'%6%&987%4,)+45%4,+6%-)G9#)!"#$%&'),1",)F9/&')"''#%--).9,1),1%)%I+-,+40)5977/4+,;)"4')89,%4,+"&)4%F597%#-X^

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-/51)"-)f#+%4'-1+8)"4')>+01&"4')*"#EX)@1%+#)#%-+'%4,-)59/&')-%#6%)"-)")-9/#5%)9G)8",#94-)G9#)./-+4%--%-),1",)7+01,)'%6%&98)F+,1+4)!"#$%&'X

34) "--95+",+94) F+,1) ,1%+#) -,+8/&",+94) 9G) ,1%) ò) 8&"5%()5+,;P2g) "&-9) 8#989-%') -+I,%%4) +4,%#6%4,+94-) G9#) ,1%)!"#$%&') 5977/4+,;) ,1",) 59/&') %41"45%) +,-) &+G%-,;&%)"4') %59497;X)@1%-%) +45%4,+6%-)F9/&') '#"F) 5#%",+6%)F9#E%#-) ,9) ,1%) 5977/4+,;)F19)F9/&') 8/,) ,1%+#) -E+&&-),9) F9#E) +4) ,1%) 5#%",+94) 9G) &95"&) ./-+4%--%-X) 3'%"&&;(),1+-)81%497%494)F9/&')0%4%#",%)")'97+49)%GG%5,),1",)5"/-%-)79#%)5#%",+6%)8%98&%),9) +46%-,),1%+#) ,"&%4,-) +4)!"#$%&'X):6%4,/"&&;(),1%)8#989#,+94)9G)5#%",+6%)F9#E%#-)+4) ,1%)5977/4+,;)F+&&) #%"51)ò()"4') ,1%+#)%GG%5,-)F+&&)1"6%)-8#%"') ,9)%41"45%) ,1%) #%-,)9G) ,1%)5977/4+,;m-)%59497;X)

Z):6%)*+5E%#)%,X)"&X()C?2f@)q)ò)8&"5%()]X\)3.+'X()]X])3.+'()cX^)3.+'()bX


SIX PERCENT PLACE STUDY SUMMARY NARRATIVE SPP1.01

Penn Ave

N Ne

gley R

d

N M

atild

a St

Groove Café

who? what?

A ‘Kid Café’ in Garfield

where?vision

D,/'%4,-) "0%-) ZZ) ,9) Zb) "#%) %&+0+.&%) ,9) 8"#,+5+8",%)+4) !#996%) <"GVX) M+4+7/7) 0#"'%) 89+4,) "6%#"0%)#%O/+#%7%4,-) F+&&) .%) +4-,",%') ,9) %4-/#%) ,1%) '%69,+94)9G) ,1%) 8"#,+5+8"4,-X) @1%#%) F+&&) .%) ") 1+%#"#51+5"&)9#0"4+B",+94"&) -,#/5,/#%) +4)!#996%)<"GV) +4)F1+51) ,1%)E+'-)"#%)'+6+'%')+4,9),F9)"0%)0#9/8-r),1%)9&'%#)7%4,9#-),1%);9/40%#X)@1%)E+'-)"#%)#%-894-+.&%)G9#)"&&)%I%5/,+6%)'%5+-+94-)F+,1)#%-8%5,),9),1%)#%-,"/#"4,)"4')8%#G9#7+40)"#,-)"-8%5,-X)L4%)"'/&,)"'6+-9#)+-)8#%-%4,)",)"&&),+7%-)F1+&%) "4) "'/&,) "'7+4+-,#",9#) T49,) 8#%-%4,) 94) -+,%U)"--/7%-)&%0"&)#%-894-+.+&+,+%-X

2) E+') 5"GV) +-) 94%) 9G) ,1%) -+I,%%4) 8#+7"#;) +45%4,+6%-),1",) 5+,;P2g) +-) 8#989-+40X) 5+,;P2g) '%$4%-) -/51) "4)%-,".&+-17%4,)"-

“a space for youth, managed and programmed by youth. Programming should be creative with music and the arts. Youth should be in charge.... With the high !"#$"%&'(") *+) ,*-&.) /%) 0'#1"234) ') !2'$") +*#) '%3) 5,),*-&.)$*-23)!#*6/3")7'%,)5"%"1&89:

@1%)G9&&9F+40)8#989-"&)"&,%#-)5+,;P2gm-)9#+0+4"&)+'%")G9#)")E+')5"GV) +4)9#'%#) ,9)79#%)%GG%5,+6%&;) +78&%7%4,) ,1%)+45%4,+6%)+4,9),1%)5977/4+,;X)3,)+-)+789#,"4,),9),"#0%,)")79#%)-8%5+$5)898/&",+94)F+,1)")79#%)'%$4%')8#90#"7X

ISN1.00)INCENTIVE SUMMARY NARRATIVE

Penn Ave

N Ne

gley R

d

N M

atild

a St

Groove Café

who? what?

A ‘Kid Café’ in Garfield

where?vision

@1%)!#996%)<"GV) +-) ") E+') 5"GV) ,1",) 5",%#-) ,9) "4') +-)98%#",%').;)E+'-X)3,)+-)8"#,4%#%')F+,1)&95"&)-5199&-)"4')+-)9#0"4+B%')"-)"4)"G,%#)-5199&)8#90#"7X)!#996%)<"GV)+-)")#%-,"/#"4,),1",)+-)-,"GG%').;)E+'-X)3,)"&-9)1"-)")-,"0%),9)G"5+&+,",%)#%5+,"&-)+4),1%)8%#G9#7+40)"#,-)"4')+,)"&&9,-)-8"5%),9).%)/-%')G9#),1%)'+-8&";)9G)"#,X

!#996%)<"GV)-+,%) +-)94) ,1%)49#,1F%-,)59#4%#)9G)*%44)26%4/%) "4') J9#,1) !#"1"7) D,#%%,X) 3,) +-) "4) 98,+7"&)-+,%) G9#) -%6%#"&) #%"-94-) i/+%,) D,9#7() ") W9/#+-1+40)4+51%) #%-,"/#"4,() +-) &95",%') "5#9--) ,1%) -,#%%,X) @1%)%I+-,+40) ./+&'+40) 594,"+4-) -97%) &%G,96%#) %O/+87%4,)"4')+4G#"-,#/5,/#%)G#97)")8#%6+9/-)G99')%-,".&+-17%4,()F1+51)5"4).%)/,+&+B%')+4),1%)!#996%)'%-+04X

!#996%)<"GV)1"-),1%)89,%4,+"&),9)%41"45%),1%)&+6%-)9G)!"#$%&');9/,1).;)7%"4-)9G),%"51+40)"4')G"5+&+,",+40X)@1%)!#996%)-%%E-),9K

>94% life skills).;),%"51+40)F9#E8&"5%)#%-894-+.+&+,;

</&,+6",%) creative expression) .;) 8#979,+40) 6"#+9/-)7%'+")9G)8%#G9#7+40)"4')$4%)"#,-

*#96+'%)")retreat),9)%459/#"0%)1%"&,1;)-95+"&).%1"6+9#)

*#979,%)community.


)INCENTIVE SUMMARY NARRATIVE ISN1.01

11,500-14,000

2%

0%

0%

17,000-24,000

24,001-30,000

16.6%

57.4%

22.2%

34.4%

46.4%

10.8%

57.7%

30.6%

12.2%

21.9%

1.4 Kids 3.2 Kids

12 of 726

Creative Workers

Allegheny County Garfield

Allegheny County 1,223,348

Garfield 3,675 .3% of Population

Total Population

Source: Census 2010

Source: City Lab 6% Plan

Household Income

Population ofAges 10 to 19

Family Households

Family Householdswith Kids 6 to 17

Single FemaleHomeowners

Female Homeownerswith Kids 6 to 17

Average Number of Kidsper household

Source: Census 2010

Family Demographics

!"#$%&')+-)&95",%')+4),1%):"-,):4')9G),1%)*+,,-./#01()+4)")0%90#"81+5"&&;)51"&&%40+40)"#%"()F1+51)1"-)-,/4,%')+,-)0#9F,1X)3,)1"-)&9-,)")-+04+$5"4,)"79/4,)9G)+,-)898/&",+94)F+,1+4) #%5%4,) ;%"#-() "4'() F+,1) ") 7%'+"4) 19/-%19&')+4597%)9G)s\`(]bb()!"#$%&')+-)94%)9G),1%)&9F%#l+4597%)4%+01.9#199'-)+4)*+,,-./#01X)@1%)ò)8&"5%)09"&)+-),9)+45#%"-%)!"#$%&'m-)8#%-%45%).;).#+40+40)79#%)5#%",+6%)F9#E%#-) +4,9) ,1%)"#%"()F19)",) ,1+-) ,+7%)7"E%)/8) &%--),1"4)\o)9G)!"#$%&'m-)898/&",+94X)

H-+40) '",") 59&&%5,%') G#97) ,1%) \[Z\) <%4-/-) 5%#,"+4)5",%09#+%-) F%#%) -%&%5,%') "-) #%&%6"4,) ,9) ,1%) !#996%)<"GV) "4') /-%') ,9) 5978"#%) !"#$%&') F+,1) ,1%) #%-,) 9G)2&&%01%4;) <9/4,;X) d+,1) ") 898/&",+94) 9G) R/-,) ](à_)8%98&%) !"#$%&') 7"E%-) /8) 94&;) [X]o) 9G) 2&&%01%4;)<9/4,;m-) ,9,"&) 898/&",+94X) H-+40) 8%#5%4,"0%-) 9G)%"51) 5",%09#;() '+GG%#%45%-)F%#%) 1+01&+01,%') .%,F%%4)!"#$%&')"4'),1%)#%-,)9G)2&&%01%4;)<9/4,;X

L4%)9G),1%)'%790#"81+5)5",%09#+%-),1",)-%,-)!"#$%&')"8"#,) +-) ,1%)"79/4,)9G)E+'-)"0%-)Z[),9)Zc)7"E+40)/8)Z`Xò) 9G) !"#$%&'m-) 898/&",+94() -+04+$5"4,&;) 1+01%#),1%4) ,1%) Z[Xbo) "6%#"0%) G9#) 2&&%01%4;) 59/4,;X) @1%)-%594'() +-) ,1%)"79/4,)9G) -+40&%) G%7"&%)197%9F4%#-)F19)7"E%)/8)]^X^)o)9G)!"#$%&'m-)898/&",+94()\\X\o)79#%) ,1"4) ,1%)2&&%01%4;) 59/4,;) "6%#"0%X) @1%) 79-,)#%6%"&+40) '%790#"81+5)F"-) ,1%) #%&",+94-1+8) .%,F%%4),1%)4/7.%#)9G)51+&'#%4)"0%-)`),9)Za)+4)19/-%19&'-)"4'),1%)4/7.%#)9G)51+&'#%4)+4),1%)#%-8%5,+6%)"#%"X)!"#$%&')1"-) ") -+04+$5"4,&;) 1+01%#) 4/7.%#) 9G) 51+&'#%4) 8%#)G"7+&;) 19/-%19&') ,1"4) ,1%) "6%#"0%) "79/4,) 9G) G"7+&;)19/-%19&'-)F+,1+4)2&&%01%4;)<9/4,;X)

@1%-%) 4/7.%#-) -/00%-,) ") &"#0%) '%790#"81+5) 9G)51+&'#%4) F+,1+4) !"#$%&') "-) F%&&) "-) ,1%) /-%G/&4%--) 9G)"G,%#) -5199&) 8#90#"7-) G9#) 8"#%4,-)F19)7";)1"6%) 49)94%),9)F",51)96%#),1%+#)51+&'#%4)"G,%#)-5199&X

IS1.00)DEMOGRAPHIC CHARACTERISTICS/DATA

11,500-14,000

2%

0%

0%

17,000-24,000

24,001-30,000

16.6%

57.4%

22.2%

34.4%

46.4%

10.8%

57.7%

30.6%

12.2%

21.9%

1.4 Kids 3.2 Kids

12 of 726

Creative Workers

Allegheny County Garfield

Allegheny County 1,223,348

Garfield 3,675 .3% of Population

Total Population

Source: Census 2010

Source: City Lab 6% Plan

Household Income

Population ofAges 10 to 19

Family Households

Family Householdswith Kids 6 to 17

Single FemaleHomeowners

Female Homeownerswith Kids 6 to 17

Average Number of Kidsper household

Source: Census 2010

Family Demographics


DEMOGRAPHIC CHARACTERISTICS/DATA IS1.01

$1300

$4500$1100

$2300

$1600

$1100$1300

$1600

$2100$1200

$4500

Source: Allegheny County Assessment2012 Census

Median Housing Value: $40,88820.1%

Median Sale Price: $30,000

30.0%

10.4%

Percent VacancyAllegheny County

Garfield

Change in Median Value 2000-2008:

$204,300

$243,700

$110,800

$122,700

$115,100

IS1.02)DEMOGRAPHIC CHARACTERISTICS/DATA

$1300

$4500$1100

$2300

$1600

$1100$1300

$1600

$2100$1200

$4500

Source: Allegheny County Assessment2012 Census

Median Housing Value: $40,88820.1%

Median Sale Price: $30,000

30.0%

10.4%

Percent VacancyAllegheny County

Garfield

Change in Median Value 2000-2008:

$204,300

$243,700

$110,800

$122,700

$115,100

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DEMOGRAPHIC CHARACTERISTICS/DATA IS1.03

35% Seating

15% Restrooms

15% Stage

10% Office

20% Kitchen

5%Storage

Program Distribution

visible to Garfield communityopen congregation area

flexible space

PRODUCTIONS

weekly events

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yc.o

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IS2.00)PROGRAM REQUIREMENTS AND DESIRABLE PHYSICAL CONDITIONS

35% Seating

15% Restrooms

15% Stage

10% Office

20% Kitchen

5%Storage

Program Distribution

visible to Garfield communityopen congregation area

flexible space

PRODUCTIONS

weekly events

http

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w.no

urish

ingn

yc.o

rg/

http

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rlsclu

b.or

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PROGRAM REQUIREMENTS AND DESIRABLE PHYSICAL CONDITIONS IS2.01

N G

raha

m S

treet

Penn Avenue

N Fa

irmou

nt S

treet

12

89

88

5431 Penn Ave(corner of Penn Ave. and N Graham St.)

5491 Penn Ave(corner of Penn Ave. and N Fairmount St.)

Option 1 Option 2

IS3.00)DESIRABLE LOCATIONS/SITING CONDITIONS

N G

raha

m S

treet

Penn Avenue

N Fa

irmou

nt S

treet

12

89

88

5431 Penn Ave(corner of Penn Ave. and N Graham St.)

5491 Penn Ave(corner of Penn Ave. and N Fairmount St.)

Option 1 Option 2

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DESIRABLE LOCATIONS/SITING CONDITIONS IS3.01

Penn Ave

N Negley Rd

N Matilda St

program and square footages:

restaurant seating

live entertainment

~3050 sq ft

Local Neighborhood Commercial

Community Center permi!ed by right

Restaurant special excep"on

2’ max.projection

front setbacks requirements:

45’ max. lot height

0’ setback

2-) -,+8/&",%') +4) -%5,+94) c[^X[\X2) 9G) ,1%) *+,,-./#01)<9'%) 9G) L#'+4"45%-() ,1%) PJ<() P95"&) J%+01.9#199')<977%#5+"&)C+-,#+5,)+-)+4,%4'%'),9K)

TZU)M"+4,"+4) ,1%)-7"&&)-5"&%)"4') #+51)'+6%#-+,;)9G)4%+01.9#199'l-%#6+40)5977%#5+"&)'+-,#+5,-T\U) *#979,%) "4') %41"45%) ,1%) O/"&+,;) 9G) &+G%) +4)"'R"5%4,)#%-+'%4,+"&)"#%"-T]U) ?%'/5%) ,1%) "'6%#-%) +78"5,-) ,1",) "#%)-97%,+7%-) "--95+",%') F+,1) 5977%#5+"&) /-%-) +4)9#'%#) ,9) 8#979,%) 5978",+.+&+,;) F+,1) #%-+'%4,+"&)'%6%&987%4,X)2-) -,+8/&",%') +4) -%5,+94) c[^X[\XgXZ) 9G) ,1%)*+,,-./#01)<9'%)9G)L#'+4"45%-()8#+7"#;)/-%-)-1"&&).%)"&&9F%')+4),1%)PJ<)C+-,#+5,)+4)"559#'"45%)F+,1),1%)H-%)@".&%)9G)D%5X)cZZX[\X)

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d1+&%),1%)!#996%)<"G%)'%-+04),%"7)+-)49,)8&"44+40),9)7"E%)51"40%-),9)-+,%)'%6%&987%4,)-,"4'"#'-)-,",%')+4),1%)B94+40)59'%( it is useful to note that the building currently meets all of these requirements for a Local Neighborhood Commercial District.

Site Development StandardM+4+7/7)P9,)D+B%

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IS4.00)LAND USE AND ZONING REQUIREMENTS

Penn Ave

N Negley Rd

N Matilda St

_^]Z)*%44)26%

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LAND USE AND ZONING REQUIREMENTS IS4.01

SITE PLAN APPROVAL PROCESS

PROJECT DEVELOPMENT APPLICATION

ACTION BY ZONING ADMINISTRATOR

SITE PLAN APPROVAL

REVISIONS TO APPROVED PLANS

PLANNING COMMISSION

RECOMMENDATIONS

NOTICE OF DECISION S

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94)59#4%#) &9,-)-1"&&)7"+4,"+4)")-+I,;l$6%) T`_U)8%#5%4,)./+&'+40) G#94,"0%) 94) ,1%) 8#+7"#;) G#94,"0%) "4') -1"&&)7"+4,"+4) ") $G,;) T_[U) 8%#5%4,) ./+&'+40) G#94,"0%)94) ,1%)-%594'"#;)G#94,"0%X)T.U)) @1%) -,#%%,) &%6%&) G"5"'%) -1"&&) .%) ,#"4-8"#%4,).%,F%%4),1%)1%+01,)9G),1#%%)T]U)G%%,)"4')%+01,)TbU)G%%,)".96%) ,1%)F"&EF";)0#"'%) G9#) 49) &%--) ,1"4) -+I,;) T`[U)8%#5%4,)9G),1%)19#+B94,"&)&%40,1)9G),1%)./+&'+40)G"5"'%)9#) -1"&&) +45&/'%) 5977%#5+"&l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g/+&'+40-) 7/-,) 594-+'%#),1%) 8#9R%5,m-) -+,+40() 7"--+40() 8#989#,+94-() -5"&%()G"5"'%) ,#%",7%4,) "4')7",%#+"&-) +4) #%&",+94-1+8) ,9) ,1%)-/##9/4'+40) "#51+,%5,/#"&) 594,%I,X) <94,+4/9/-) &+4%"#)-,#+8) '%6%&987%4,) +-) '+-59/#"0%') %I5%8,) +4) 1+01F";)&95",+94-X)

IS5.00)SITE UTILIZATION CONDITIONS/REQUIREMENTS

projecting signs:

18”abc4’

10’

2-)-,+8/&",%')+4)-%5,+94)c\_X[`X2)+4),1%)*+,,-./#01)<9'%) 9G) L#'+4"45%-() ,1%) G9&&9F+40) -,#/5,/#%-) "4')G%",/#%-)7";).%)&95",%')F+,1+4),1%)-%,."5E-K)

TÙ) D+04-() 8#96+'%') ,1",) ,1%;) "#%) -8%5+$5"&&;)8%#7+,,%').;),1%)-+04)#%0/&",+94-)9G),1+-)<9'%TbU):"6%-),1",)'9)49,)8#9R%5,)79#%),1"4),F9)G%%,)+4,9),1%)#%O/+#%')-%,."5E)TcU) :4,#"45%) 199'-() ,%##"5%-() 5"498+%-) "4')."&594+%-) ,1",)'9)49,)8#9R%5,)79#%) ,1"4)$6%) G%%,)+4,9)")#%O/+#%')G#94,)9#)#%"#)-%,."5E)49#)79#%),1"4),F9)G%%,)+4,9)")#%O/+#%')-+'%)-%,."5ETZ]U)L8%4)9/,-+'%)-,"+#F";-)9#)$#%)%-5"8%-) ,1",)'9)49,)8#9R%5,)79#%),1"4)G9/#)G%%,)+4,9)")#%O/+#%')-+'%)9#)#%"#);"#'

2-) -,+8/&",%') +4) -%5,+94) cZcX[^X2X^) 9G) ,1%)*+,,-./#01)<9'%)9G)L#'+4"45%-() ,1%) G9&&9F+40) -8%5+"&) '%$4+,+94-)-1"&&) "88&;) ,1#9/019/,) ,1%) J%+01.9#199') g/-+4%--)C+-,#+5,)D+04)?%0/&",+94-)9G),1+-)-%5,+94)TD%5X)cZcX[ÛX)T"U)) *#9R%5,+40) D+04) 7%"4-) "4;) ./-+4%--) 9#)+'%4,+$5",+94)-+04)F1+51)-9&%)7%"4-)9G) -/889#,) +-).;)",,"517%4,) ,9) ") &%0"&) -,#/5,/#%) 94) ") B94+40) &9,) "4')F1+51) 8#9R%5,-) 79#%) ,1"4) ,F%&6%) TZ\U) +451%-) +4,9) ")8/.&+5) #+01,l9GlF";X)2)8#9R%5,+40)-+04)-1"&&) 594,"+4)49)79#%) ,1"4) ,F9) T\U)-+04) G"5%-)F1+51) +45&/'%) &%,,%#+40()"4'),1%-%)-+04)G"5%-)-1"&&).%)."5El,9l."5EX)T.U)) D/51)-+04-)7";).%)",,"51%'),9)")./+&'+40)F"&&)"4')49)8"#,)9G),1%)-+04)-1"&&)8#9R%5,)79#%),1"4)G9/#)TÛ)+451%-)",)")1%+01,).%&9F)%+01,;) Tb[U) +451%-) G#97) ,1%)0#"'%).%4%",1),1%)-+04X)D+04-)",,"51%'),9),1%)./+&'+40)",)")1%+01,)".96%)%+01,;)Tb[U)+451%-)G#97),1%).9,,97)9G),1%)-+04),9),1%)0#"'%).%4%",1),1%)-+04)-1"&&)49,)8#9R%5,)79#%),1"4),1#%%)T]U)G%%,)G#97),1%)./+&'+40X)

2-) -,+8/&",%') +4) -%5,+94) cZcX[^Xg) 9G) ,1%) *+,,-./#01)<9'%) 9G) L#'+4"45%-) ,1%) G9&&9F+40) #%0/&",+94-) "#%)"88&+5".&%),9)"&&)4%+01.9#199')./-+4%--)'+-,#+5,-2-) -,+8/&",%') +4) -%5,+94) cZcX[^XgXZ) 9G) ,1%)*+,,-./#01)<9'%)9G)L#'+4"45%-KT"U)) f9#) %"51) -,#%%,) &%6%&) ./-+4%--() ")7"I+7/7)9G)94%)TZU)F"&&)-+04(),F9)T\U)F+4'9F)-+04-()"4')%+,1%#)94%)TZU)"F4+40)-+04)9#)94%)TZU)8#9R%5,+40)-+04)9#)94%)TZU)0#9/4')-+04)-1"&&).%)8%#7+,,%')G9#)%"51)G"5"'%)9G)")-,#/5,/#%)G"5+40)")-,#%%,X)T.U) f9#) %"51) /88%#) W99#) ./-+4%--() ")7"I+7/7)9G),F9)T\U)F+4'9F)-+04-()94%)TZU)'99#)-+04()"4')%+,1%#)94%)TZU)"F4+40)-+04)9#)94%)TZU)8#9R%5,+40)-+04)-1"&&).%)8%#7+,,%')G9#)%"51)G"5"'%)9G)")-,#/5,/#%)G"5+40)")-,#%%,X)T5U)) @1%) 7"I+7/7) "#%") 9G) "&&) -+04-() +45&/'+40)0#9/4')-+04-()-1"&&).%)$G,%%4)TZ_U)8%#5%4,)9G),1%)"#%")9G) ,1%) G"5%) 9G) ,1%) ./+&'+40) 94) F1+51) ,1%) -+04-) "#%)8#989-%'X)f9#)0#9/4')-+04-(),1%)"#%")9G),1%)G"5%)9G),1%)./+&'+40)4%"#%-,) ,9)"4')6+-+.&%) G#97),1%)0#9/4')-+04-)-1"&&).%)594-+'%#%')G9#),1+-)5"&5/&",+94X

2-) -,+8/&",%') +4) -%5,+94) cZcX[^XgX\) 9G) ,1%)*+,,-./#01)<9'%)9G)L#'+4"45%-KT"U)) d"&&) -+04-) -1"&&) .%) ") 7"I+7/7) 9G) ,F9) T\U)-O/"#%) G%%,) +4) "#%") G9#) %6%#;) &+4%"&) G99,) 9G) ./+&'+40)G#94,"0%()/8) ,9)")7"I+7/7)9G) G9#,;) T^[U) -O/"#%) G%%,X)M"I+7/7)&%,,%#+40)D+B%)-1"&&).%)%+01,%%4)TZbU)+451%-)1+01X)T.U)) f9#) %"51) -,#%%,) &%6%&) ./-+4%--) F+4'9F) "4')'99#)-+04-)-1"&&).%)")7"I+7/7)9G),F%4,;)T\[U)8%#5%4,)9G),1%)0&"B%')"#%")9G),1%)F+4'9F)9#)'99#)+4)F1+51),1%;)"#%)8&"5%')/8),9)")7"I+7/7)9G)%+01,)TbU)-O/"#%)G%%,X)f9#)%"51)/88%#)W99#)./-+4%--()F+4'9F)9#)'99#)-+04-)-1"&&) .%)7"I+7/7)9G) $G,;) T_[U) 8%#5%4,) 9G) ,1%) 0&"B%')"#%")9G),1%)F+4'9F)9#)'99#)+4)F1+51),1%;)"#%)8&"5%'()/8),9)")7"I+7/7)9G),%4)TZ[U)-O/"#%)G%%,X)T5U)) *#9R%5,+40)-+04-)-1"&&).%)")7"I+7/7)9G)4+4%)TcU)-O/"#%)G%%,)8%#)-+'%X)@1%)"#%")9G)+##%0/&"#)9#),1#%%l'+7%4-+94"&)-1"8%-)-1"&&).%)5978/,%').;)7/&,+8&;+40),1%)1%+01,)"4')F+',1)",),1%)F+'%-,)89+4,-X)

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SITE UTILIZATION CONDITIONS/REQUIREMENTS IS5.01

N G

raha

m S

treet

N Ai

ken A

venu

e

N Ne

gley A

venu

e

Penn Avenue

N Fa

irmou

nt S

treet

Penn Avenue

service / civic

retail

residential

Groove Café

IS6.00)SITE CONTEXT AND GENERAL SITE MODIFICATIONS

N G

raha

m S

treet

N Ai

ken A

venu

e

N Ne

gley A

venu

e

Penn Avenue

N Fa

irmou

nt S

treet

Penn Avenue

service / civic

retail

residential

Groove Café


SITE CONTEXT AND GENERAL SITE MODIFICATIONS IS6.01

N

S

W E

10°30°

60°

Jun. 21

May/Jul. 21

Apr./Aug. 21

Mar./Sept. 21

Feb./Oct. 21

Jan./Nov. 21Dec. 21

20°

30°

40°

50°

60°

70°

80°

N

S

W E

E

N

S

W

30°

60°

3%

6%

9%

12%

E

N

S

W

30°

60°

6%

9%

12%

Wind direction and speed data informs the project in terms of passive ventilation, which is also a necessary aspect of achieving a sustainable design. The wind roses above and right indicate several things with respect to the wind conditions in Pittsburgh. During the winter months, the wind comes from the west, but has a more southwestern bias during the summer months. Furthermore, the wind tends to blow harder in the winter than the summer. Like the solar positioning, the Penn Avenue site is also optimal for passive ventilation.

Source: Pittsburgh International Airport

insolation precipitation cloudcover

1.69

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2.47

3.31

4.40

5.065.68 5.57

4.96

4.04

2.86

1.771.44

2.6

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2.5

3.5 3.43.9 3.9

4.2

3.53.2

2.6

3.1 3.0 0.41

0.44 0.43

0.46 0.46

0.49 0.50 0.490.48

0.45

0.39 0.39

(inches) (ratio)(kWh/m2/day)

windlight

The graphs at right show monthly averages of solar radiation on a horizontal surface, rainfall, and clearness. The insolation values vary widely in part because of the wide variety in Pittsburgh’s cloud cover (far right) and also because of the large annual swing in the sun’s altitude (sun path diagram above). The clearness factor indicates the frequency of sunlight during daylight hours. Pittsburgh is located in one of the cloudier regions of the United States. The low numbers in the winter months make passive heating in the winter more difficult than it would otherwise be.

Source: NASA Langley Research Center Atmospheric Science Data Center; New et al. 2002

Pittsburgh, Pennsylvania is located in a temperate climate zone between the 40th and 41st parallels. Such a climate consists of hot, humid summers and cold winters. The solar radiation, cloud cover, precipitation, and wind speed and direction vary significantly throughout the course of the year. Because of this, buildings need to be able to cope with a wide variety of weather conditions. The diagrams below illustrate the manifestation of these conditions and serve to inform the design of the Groove Café.

Insolation and shadow data is necessary for the inclusion of a passive heating and cooling system or a photovoltaic system, so as to maximize the building’s ability to provide comfort for as long as possible while burning as little fossil fuel as possible. The sun path diagram (above) shows the variation of the sun’s position with respect to the site at different times of the day and year. The solar window (left) shows when objects

surrounding the building obstruct the sun. The site at 5431 Penn Ave. is ideal for passive heating because the sun is rarely

obstructed by buildings or trees, even in the winter.

january

june

0.51- 1.80

1.80 - 3.34

3.34 - 5.40

5.40 - 8.49

8.49 - 11.05

Wind Speed (m/s)

IS7.00)RELEVANT ENVIRONMENTAL DATA AND CONSIDERATIONS

N

S

W E

10°30°

60°

Jun. 21

May/Jul. 21

Apr./Aug. 21

Mar./Sept. 21

Feb./Oct. 21

Jan./Nov. 21Dec. 21

20°

30°

40°

50°

60°

70°

80°

N

S

W E

E

N

S

W

30°

60°

3%

6%

9%

12%

E

N

S

W

30°

60°

6%

9%

12%

Wind direction and speed data informs the project in terms of passive ventilation, which is also a necessary aspect of achieving a sustainable design. The wind roses above and right indicate several things with respect to the wind conditions in Pittsburgh. During the winter months, the wind comes from the west, but has a more southwestern bias during the summer months. Furthermore, the wind tends to blow harder in the winter than the summer. Like the solar positioning, the Penn Avenue site is also optimal for passive ventilation.

Source: Pittsburgh International Airport

insolation precipitation cloudcover

1.69

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2.47

3.31

4.40

5.065.68 5.57

4.96

4.04

2.86

1.771.44

2.6

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2.5

3.5 3.43.9 3.9

4.2

3.53.2

2.6

3.1 3.0 0.41

0.44 0.43

0.46 0.46

0.49 0.50 0.490.48

0.45

0.39 0.39

(inches) (ratio)(kWh/m2/day)

windlight

The graphs at right show monthly averages of solar radiation on a horizontal surface, rainfall, and clearness. The insolation values vary widely in part because of the wide variety in Pittsburgh’s cloud cover (far right) and also because of the large annual swing in the sun’s altitude (sun path diagram above). The clearness factor indicates the frequency of sunlight during daylight hours. Pittsburgh is located in one of the cloudier regions of the United States. The low numbers in the winter months make passive heating in the winter more difficult than it would otherwise be.

Source: NASA Langley Research Center Atmospheric Science Data Center; New et al. 2002

Pittsburgh, Pennsylvania is located in a temperate climate zone between the 40th and 41st parallels. Such a climate consists of hot, humid summers and cold winters. The solar radiation, cloud cover, precipitation, and wind speed and direction vary significantly throughout the course of the year. Because of this, buildings need to be able to cope with a wide variety of weather conditions. The diagrams below illustrate the manifestation of these conditions and serve to inform the design of the Groove Café.

Insolation and shadow data is necessary for the inclusion of a passive heating and cooling system or a photovoltaic system, so as to maximize the building’s ability to provide comfort for as long as possible while burning as little fossil fuel as possible. The sun path diagram (above) shows the variation of the sun’s position with respect to the site at different times of the day and year. The solar window (left) shows when objects

surrounding the building obstruct the sun. The site at 5431 Penn Ave. is ideal for passive heating because the sun is rarely

obstructed by buildings or trees, even in the winter.

january

june

0.51- 1.80

1.80 - 3.34

3.34 - 5.40

5.40 - 8.49

8.49 - 11.05

Wind Speed (m/s)


RELEVANT ENVIRONMENTAL DATA AND CONSIDERATIONS IS7.01

MET

CLO

SITTING EATING1.5

2.0

2.0-2.5

2.0-2.5

3.0-3.5

0.3

0.4

0.6

0.7

1.25

WALKING SLOWLY

PREPARING FOOD

PLAYING MUSICAL INSTRUMENT

SWEEPING/VACUUMING

SHORTS AND T-SHIRT

JEANS AND T-SHIRT

!"#$%&'()*$+*

JEANS AND SWEATER

JEANS, SWEATER, AND JACKET

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,9)[XZ__)7u\ANdX

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IS8.00)DESIRABLE/REQUIRED ENVIRONMENTAL CONTROL SYSTEMS

MET

CLO

SITTING EATING1.5

2.0

2.0-2.5

2.0-2.5

3.0-3.5

0.3

0.4

0.6

0.7

1.25

WALKING SLOWLY

PREPARING FOOD

PLAYING MUSICAL INSTRUMENT

SWEEPING/VACUUMING

SHORTS AND T-SHIRT

JEANS AND T-SHIRT

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JEANS, SWEATER, AND JACKET

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DESIRABLE/REQUIRED ENVIRONMENTAL CONTROL SYSTEMS IS8.01

who?

why?

what?

3. brick facade

4. warm interior 5. customization

1. open storefront 2. well lit exterior

Serendipity, NYC

Serendipity, NYC

Beehive, Pittsburgh

Beehive, Pittsburgh

6. colorful

SERENDIPITY, NYC

pros: consistent art theme variety spaical experiences colorful engaging prominent storefront

cons: expensive furniture non-flexible space seperation of programs

BEEHIVE, PITTSBURGH

pros: unique decoration casual spaces that encouraging interaction wall that allow customization variety of seating

cons: seperation of interior spaces limited food menu

PROPOSED MATERIALS

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IS9.00)DESIRABLE MATERIAL AND CONSTRUCTION TYPOLOGIES/REQUIREMENTS

who?

why?

what?

3. brick facade

4. warm interior 5. customization

1. open storefront 2. well lit exterior

Serendipity, NYC

Serendipity, NYC

Beehive, Pittsburgh

Beehive, Pittsburgh

6. colorful

SERENDIPITY, NYC

pros: consistent art theme variety spaical experiences colorful engaging prominent storefront

cons: expensive furniture non-flexible space seperation of programs

BEEHIVE, PITTSBURGH

pros: unique decoration casual spaces that encouraging interaction wall that allow customization variety of seating

cons: seperation of interior spaces limited food menu

PROPOSED MATERIALS

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DESIRABLE MATERIAL AND CONSTRUCTION TYPOLOGIES/REQUIREMENTS IS9.01

Revenue (Groove Management) Unit Price Qty Rate Unit Total Annual RevenueResidential Units 1

Apartment A $ 500.00 1 monthly 12 $ 6,000.00 Apartment B $ 500.00 1 monthly 12 $ 6,000.00 Apartment C (resident artist) $ 400.00 1 monthly 12 $ 4,800.00 Apartment D (resident artist) $ 400.00 1 monthly 12 $ 4,800.00 LESS: Vacancy 10% $ (2,160.00)Commercial Unit Groove Café $ 1,000.00 1 monthly 12 $ 12,000.00 LESS: Vacancy 5% $ (600.00)

$ 30,840.00

Expense (Groove Management) Unit Cost Qty Rate Unit Total Annual ExpenseReserve for Replacement Residential Units 2 $ (25.00) 4 annually 4 $ (100.00) Commercial Units $ (100.00) 1 annually 1 $ (100.00)Building Fees Utilities $ (2.00) 6,108 monthly 3 1 $ (12,216.00) Maintenance $ (0.25) 6,108 monthly 3 1 $ (1,527.00) Real Estate Tax (see DETAIL) $ (3,042.17) 1 annually 1 $ (3,042.17) LESS: 501(c) Tax Exemption $ 3,042.17 1 annually 1 $ 3,042.17Administrative Insurance (property) $ (1,000.00) 1 annually 1 $ (1,000.00) Accounting $ (250.00) 1 annually 1 $ (250.00) Legal $ (250.00) 1 annually 1 $ (250.00) Marketing $ 0.00 1 monthly 12 $ 0.00 Office Supplies $ (50.00) 1 monthly 12 $ (600.00)Staff 4

Administrative $ (5,000.00) 1 annually 1 $ (5,000.00)$ (21,043.00)

Net Operating Income/Loss (Groove Management)Net Operating Income/Loss (Groove Management)Net Operating Income/Loss (Groove Management) TotalsGross Revenue $ 30,840.00Gross Expense $ (21,043.00)

$ 9,797.00

NotesNotes1 http://www.city-data.com/neighborhood/Garfield-Pittsburgh-PA2 Shared major appliances.3 Monthly payments, estimated annually.4 Paychecks released every two weeks.5 http://www.city.pittsburgh.pa.us/finance/6 http://www2.county.allegheny.pa.us/

Real Estate Tax DETAIL MillageMillage 5 County 0.00469 City 0.01080 School 0.01392

0.02941Assessed Value 6 Land Value $ 18,500.00 Building Value $ 110,800.00 LESS: Market Rate -20% $ (25,860.00)

$ 103,440.00

$ (3,042.17)

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Groove ManagementYear One

Net Operating Income! $10,000

IS10.00)PROJECTED OPERATIONS YEAR ONE (GROOVE MANAGEMENT)

Revenue (Groove Management) Unit Price Qty Rate Unit Total Annual RevenueResidential Units 1

Apartment A $ 500.00 1 monthly 12 $ 6,000.00 Apartment B $ 500.00 1 monthly 12 $ 6,000.00 Apartment C (resident artist) $ 400.00 1 monthly 12 $ 4,800.00 Apartment D (resident artist) $ 400.00 1 monthly 12 $ 4,800.00 LESS: Vacancy 10% $ (2,160.00)Commercial Unit Groove Café $ 1,000.00 1 monthly 12 $ 12,000.00 LESS: Vacancy 5% $ (600.00)

$ 30,840.00

Expense (Groove Management) Unit Cost Qty Rate Unit Total Annual ExpenseReserve for Replacement Residential Units 2 $ (25.00) 4 annually 4 $ (100.00) Commercial Units $ (100.00) 1 annually 1 $ (100.00)Building Fees Utilities $ (2.00) 6,108 monthly 3 1 $ (12,216.00) Maintenance $ (0.25) 6,108 monthly 3 1 $ (1,527.00) Real Estate Tax (see DETAIL) $ (3,042.17) 1 annually 1 $ (3,042.17) LESS: 501(c) Tax Exemption $ 3,042.17 1 annually 1 $ 3,042.17Administrative Insurance (property) $ (1,000.00) 1 annually 1 $ (1,000.00) Accounting $ (250.00) 1 annually 1 $ (250.00) Legal $ (250.00) 1 annually 1 $ (250.00) Marketing $ 0.00 1 monthly 12 $ 0.00 Office Supplies $ (50.00) 1 monthly 12 $ (600.00)Staff 4

Administrative $ (5,000.00) 1 annually 1 $ (5,000.00)$ (21,043.00)

Net Operating Income/Loss (Groove Management)Net Operating Income/Loss (Groove Management)Net Operating Income/Loss (Groove Management) TotalsGross Revenue $ 30,840.00Gross Expense $ (21,043.00)

$ 9,797.00

NotesNotes1 http://www.city-data.com/neighborhood/Garfield-Pittsburgh-PA2 Shared major appliances.3 Monthly payments, estimated annually.4 Paychecks released every two weeks.5 http://www.city.pittsburgh.pa.us/finance/6 http://www2.county.allegheny.pa.us/

Real Estate Tax DETAIL MillageMillage 5 County 0.00469 City 0.01080 School 0.01392

0.02941Assessed Value 6 Land Value $ 18,500.00 Building Value $ 110,800.00 LESS: Market Rate -20% $ (25,860.00)

$ 103,440.00

$ (3,042.17)


PROJECTED OPERATIONS YEAR ONE (GROOVE MANAGEMENT) IS10.01

Revenue (Groove Café) Unit Price Qty Rate Unit Total Annual RevenueCafé Food $ 3.00 10 daily 2600 $ 7,800.00 Sandwich $ 5.00 15 daily 3900 $ 19,500.00 Salad $ 5.00 5 daily 1300 $ 6,500.00 Beverage $ 1.50 40 daily 10400 $ 15,600.00 LESS: Waste & Contingency 15% $ (7,410.00)Event Admission $ 5.00 50 quarterly 200 $ 1,000.00 Merchandise $ 10.00 10 quarterly 40 $ 400.00 LESS: Contingency 5% $ (70.00)

$ 43,320.00

Expense (Groove Café) Unit Cost Qty Rate Unit Total Annual ExpenseCafé Food $ (0.50) 10 daily 2600 $ (1,300.00) Sandwich $ (2.00) 15 daily 3900 $ (7,800.00) Salad $ (2.00) 5 daily 1300 $ (2,600.00) Beverage $ (0.15) 25 daily 6500 $ (975.00)Event Admission $ (0.01) 40 bi-monthly 240 $ (2.40) Merchandise $ (4.00) 10 bi-monthly 60 $ (240.00)Rent Rent $ (1,000.00) 1 monthly 12 $ (12,000.00)Administrative Insurance (business) $ (500.00) 1 annually 1 $ (500.00) Accounting $ (250.00) 1 annually 1 $ (250.00) Legal $ (250.00) 1 annually 1 $ (250.00) Marketing $ (50.00) 1 monthly 12 $ (600.00) Office Supplies $ (50.00) 1 monthly 12 $ (600.00)Staff 1 2

Artistic Instructor $ (10.00) 20 hours/week 1040 $ (10,400.00) Artistic Instructor $ (10.00) 20 hours/week 1040 $ (10,400.00)

$ (47,917.40)

Net Operating Income/Loss (Groove Café)Net Operating Income/Loss (Groove Café) TotalsGross Revenue $ 43,320.00Gross Expense $ (47,917.40)

$ (4,597.40)

NotesNotes1 http://www.bls.gov/news.release/pdf/wkyeng.pdf2 Paychecks released every two weeks.

AssumptionsAssumptionsOperating Hours of 3-8PM M-FOperating Hours of 3-8PM M-F

Groove CaféYear One

Net Operating Loss! $5,000

@1%) -%594') ./-+4%--) +4) ,1%) 8#989-%') 8&"4) +-) ,1%)j!#996%) <"GVkX) @1%) 597.+4",+94) 5"GV) "4') "#,) -8"5%)8#96+'%-) 9889#,/4+,;) G9#) $4"45+"&) 0"+4-) ,1",) F+&&) .%)%--%4,+"&)+4),1%)'%6%&987%4,)9G)%4,#%8#%4%/#-1+8)-E+&&-)F+,1+4) ,1%) 51+&'#%4) +4) ,1%) ) 8#90#"7X)2-) ") 5977/4+,;)'%6%&987%4,) 8#90#"7() +,) F+&&) O/"&+G;) G9#) _[ZT5U) 494l8#9$,) ,"I) +45%4,+6%-() #%&+%6+40) ") &"#0%) 89#,+94) 9G) ,1%)98%#",+40) %I8%4-%-X) @1%) #%7"+4+40) %I8%4-%-) "#%)",,#+./,%'),9),1%)59-,)9G)099'-)-9&'()%78&9;%%)-"&"#;()"4')#%4,)T8"+')'+#%5,&;),9)j!#996%)M"4"0%7%4,kUX

@1%)8#+5%-)G9#),1%)099'-)-9&')1"6%).%%4)%-,+7",%')+4)#%&",+94) ,9) &95"&) "6%#"0%-) G9#) 5978"#".&%) +,%7-X)@1%)O/"4,+,;)%-,+7",%-)"--/7%),1",)-,/'%4,-)F9/&').%),1%)8#+7"#;)8",#94)'/#+40),1%)"G,%#l-5199&)19/#-)F+,1)-7"&&)4/7.%#) 9G) 9/,-+'%) 8",#94-) +4) "''+,+94X) 2'7+--+94-)-%#6%) &%--) ,9) 0%4%#",%) #%6%4/%) ,1"4) ,1%;)'9) ,9) 0+6%)0%4%#"&)%4,#%8#%4%/#+"&)/4'%#-,"4'+40)9G)-%#6+5%)"-)")8#9'/5,),9)E+'-)+469&6%'X)@1%)7%#51"4'+-%)"&-9)1"-)")&9F%#)8#9$,)7"#0+4)./,)F+&&)-%#6%)"-)")/-%G/&)7"#E%,+40),99&)G9#),1%)5"GVX

<94,+40%45+%-)1"6%).%%4)"''%'),9),1%)79'%&),9)"559/4,)G9#)W/5,/",+94-)+4)-"&%-)"4')"'7+--+94-X)2''+,+94"&&;()")8%#5%4,"0%) 9G)F"-,%) 1"-) .%%4) %-,+7",%') G9#) -89+&%')G99') 8#9'/5,-X) @1%-%) 8%#5%4,"0%-) 1%&8) ./GG%#) ,1%)%-,+7",%)+4)5"-%)9G)/4G9#%-%%4)5+#5/7-,"45%-X

@F9)"#,+-,+5)+4-,#/5,9#-)F+&&).%)1+#%')8#+9#),9),1%)98%4+40)9G) ,1%) 5"GV() "4') F+&&) -%#6%) "-) .9,1) +4-,#/5,9#-) "4')"'7+4+-,#",+6%)7"4"0%#-)G9#),1%)./-+4%--X)@1%)09"&)+-),9).#+40)+4),F9)5#%",+6%)7+4'-),1",)F+&&)/&,+7",%&;)#%-+'%)+4) ,1%) -/.-+'+B%') "8"#,7%4,-) ".96%) ,1%) 5"GVX) @1%)#%-/&,)F9/&').%)"4)+4-,"4,"4%9/-)+45#%"-%)+4)5#%",+6%)F9#E%#-) F+,1) !"#$%&'X) @1%) 8#9R%5,) F"0%-) G9#) ,1%-%)"#,+-,-)"#%) G"+#&;) &9F()19F%6%#)-/.-+'+B%') #%4,"&) #",%-)"4') 8"#,l,+7%) 19/#-) "#%) 8&"44%') ,9) .%) &%6%#"0%') ,9)%459/#"0%)8#9-8%5,+6%)%78&9;%%-X

@1%) 5/##%4,) 79'%&) &%"6%-) ,1%) j!#996%) <"GVk) F+,1) ")&9--)9G)"#9/4')s_([[[)",),1%)%4')9G);%"#)94%X)@1+-)&9--)1"-).%%4)5"&5/&",%')F+,1)594-%#6",+6%)-"&%-)#",%-)"4')"4) %I8%5,",+94) 9G) %I894%4,+"&) 0#9F,1) +4) -/.-%O/%4,);%"#-X)@1%)0#9F,1)9G)-"&%-)"&940)F+,1),1%)%I,#")+4597%)G#97)j!#996%)M"4"0%7%4,k)"&&9F-)G9#)"4)"55%8,"45%)9G),1%);%"#)94%)&9--X

IS10.02)PROJECTED OPERATIONS YEAR ONE (GROOVE CAFÉ)

Revenue (Groove Café) Unit Price Qty Rate Unit Total Annual RevenueCafé Food $ 3.00 10 daily 2600 $ 7,800.00 Sandwich $ 5.00 15 daily 3900 $ 19,500.00 Salad $ 5.00 5 daily 1300 $ 6,500.00 Beverage $ 1.50 40 daily 10400 $ 15,600.00 LESS: Waste & Contingency 15% $ (7,410.00)Event Admission $ 5.00 50 quarterly 200 $ 1,000.00 Merchandise $ 10.00 10 quarterly 40 $ 400.00 LESS: Contingency 5% $ (70.00)

$ 43,320.00

Expense (Groove Café) Unit Cost Qty Rate Unit Total Annual ExpenseCafé Food $ (0.50) 10 daily 2600 $ (1,300.00) Sandwich $ (2.00) 15 daily 3900 $ (7,800.00) Salad $ (2.00) 5 daily 1300 $ (2,600.00) Beverage $ (0.15) 25 daily 6500 $ (975.00)Event Admission $ (0.01) 40 bi-monthly 240 $ (2.40) Merchandise $ (4.00) 10 bi-monthly 60 $ (240.00)Rent Rent $ (1,000.00) 1 monthly 12 $ (12,000.00)Administrative Insurance (business) $ (500.00) 1 annually 1 $ (500.00) Accounting $ (250.00) 1 annually 1 $ (250.00) Legal $ (250.00) 1 annually 1 $ (250.00) Marketing $ (50.00) 1 monthly 12 $ (600.00) Office Supplies $ (50.00) 1 monthly 12 $ (600.00)Staff 1 2

Artistic Instructor $ (10.00) 20 hours/week 1040 $ (10,400.00) Artistic Instructor $ (10.00) 20 hours/week 1040 $ (10,400.00)

$ (47,917.40)

Net Operating Income/Loss (Groove Café)Net Operating Income/Loss (Groove Café) TotalsGross Revenue $ 43,320.00Gross Expense $ (47,917.40)

$ (4,597.40)

NotesNotes1 http://www.bls.gov/news.release/pdf/wkyeng.pdf2 Paychecks released every two weeks.

AssumptionsAssumptionsOperating Hours of 3-8PM M-FOperating Hours of 3-8PM M-F


PROJECTED OPERATIONS YEAR ONE (GROOVE CAFÉ) IS10.03

Projected Income/Loss (Groove Management)

Revenue Residential Units Commercial Unit LESS: Vacancy

Expense Reserve for Replacement Building Fees Administrative Staff

Net Operating Income/Loss

Projected Income/Loss (Groove Management) 1 2 3

Growth Rate 4% 3%21,600.00 22,464.00 23,137.9212,000.00 12,480.00 12,854.40(2,760.00) (2,870.40) (2,956.51)30,840.00 32,073.60 33,035.81

Inflation Rate 4.0% 3.5%(200.00) (208.00) (215.28)

(13,743.00) (14,292.72) (14,792.97)(2,100.00) (2,184.00) (2,260.44)(5,000.00) (5,200.00) (5,382.00)

(21,043.00) (21,884.72) (22,650.69)21,043.00 21,884.72 22,650.69

9,797.00 10,188.88 10,385.12

4 5 6 7 8 9 10

2% 2% 2% 2% 2% 2% 2%23,600.68 24,072.69 24,554.15 25,045.23 25,546.13 26,057.06 26,578.2013,111.49 13,373.72 13,641.19 13,914.02 14,192.30 14,476.14 14,765.67(3,015.64) (3,075.96) (3,137.47) (3,200.22) (3,264.23) (3,329.51) (3,396.10)33,696.52 34,370.45 35,057.86 35,759.02 36,474.20 37,203.69 37,947.76

2.0% 2.0% 2.5% 2.5% 2.5% 2.5% 2.5%(219.59) (223.98) (229.58) (235.32) (241.20) (247.23) (253.41)

(15,088.82) (15,390.60) (15,775.37) (16,169.75) (16,573.99) (16,988.34) (17,413.05)(2,305.65) (2,351.76) (2,410.56) (2,470.82) (2,532.59) (2,595.90) (2,660.80)(5,489.64) (5,599.43) (5,739.42) (5,882.90) (6,029.98) (6,180.73) (6,335.24)

(23,103.70) (23,565.77) (24,154.92) (24,758.79) (25,377.76) (26,012.20) (26,662.51)23,103.70 23,565.77 24,154.92 24,758.79 25,377.76 26,012.20 26,662.5110,592.83 10,804.68 10,902.95 11,000.23 11,096.44 11,191.48 11,285.25

$0

$10,000

$20,000

$30,000

$40,000

1 2 3 4 5 6 7 8 9 10Year

Reve

nue/

Expe

nse

Breakeven (Groove Management)

j!#996%)M"4"0%7%4,k)+-)8#9$,".&%)+4)+,-)6%#;)$#-,);%"#)"4')594,+4/%-),9)0#9F)#%&",+6%&;)-&9F&;)96%#),+7%X)@1%)0#9F,1)#",%)#%W%5,-)6%#;)-7"&&)#%4,"&)+45#%"-%-)F+,1),1%)8#+7"#;)09"&),9)8#96+'%)&9F)59-,)&+6+40)"559779'",+94-)G9#),F9)&95"&)#%-+'%4,-)"-)F%&&)"-),F9)#%-+'%4,)"#,+-,-X)2''+,+94"&&;) ,1%) G"+#&;) 8#%'+5,".&%) ./-+4%--) 79'%&)8#96+'%-) -,".+&+,;) ,9) ,1%) 597.+4%') 5"-1) W9F) 9G) .9,1)j!#996%)M"4"0%7%4,k)"4')j!#996%)<"GVkX

IS11.00)PROJECTED OPERATIONS TEN YEAR (GROOVE MANAGEMENT)

Projected Income/Loss (Groove Management)

Revenue Residential Units Commercial Unit LESS: Vacancy

Expense Reserve for Replacement Building Fees Administrative Staff


Projected Income/Loss (Groove Management) 1 2 3

Growth Rate 4% 3%21,600.00 22,464.00 23,137.9212,000.00 12,480.00 12,854.40(2,760.00) (2,870.40) (2,956.51)30,840.00 32,073.60 33,035.81

Inflation Rate 4.0% 3.5%(200.00) (208.00) (215.28)

(13,743.00) (14,292.72) (14,792.97)(2,100.00) (2,184.00) (2,260.44)(5,000.00) (5,200.00) (5,382.00)

(21,043.00) (21,884.72) (22,650.69)21,043.00 21,884.72 22,650.69

9,797.00 10,188.88 10,385.12

4 5 6 7 8 9 10

2% 2% 2% 2% 2% 2% 2%23,600.68 24,072.69 24,554.15 25,045.23 25,546.13 26,057.06 26,578.2013,111.49 13,373.72 13,641.19 13,914.02 14,192.30 14,476.14 14,765.67(3,015.64) (3,075.96) (3,137.47) (3,200.22) (3,264.23) (3,329.51) (3,396.10)33,696.52 34,370.45 35,057.86 35,759.02 36,474.20 37,203.69 37,947.76

2.0% 2.0% 2.5% 2.5% 2.5% 2.5% 2.5%(219.59) (223.98) (229.58) (235.32) (241.20) (247.23) (253.41)

(15,088.82) (15,390.60) (15,775.37) (16,169.75) (16,573.99) (16,988.34) (17,413.05)(2,305.65) (2,351.76) (2,410.56) (2,470.82) (2,532.59) (2,595.90) (2,660.80)(5,489.64) (5,599.43) (5,739.42) (5,882.90) (6,029.98) (6,180.73) (6,335.24)

(23,103.70) (23,565.77) (24,154.92) (24,758.79) (25,377.76) (26,012.20) (26,662.51)23,103.70 23,565.77 24,154.92 24,758.79 25,377.76 26,012.20 26,662.5110,592.83 10,804.68 10,902.95 11,000.23 11,096.44 11,191.48 11,285.25

$0

$10,000

$20,000

$30,000

$40,000

1 2 3 4 5 6 7 8 9 10Year

Reve

nue/

Expe

nse

Breakeven (Groove Management)

Pro"table Immediately


PROJECTED OPERATIONS TEN YEAR (GROOVE MANAGEMENT) IS11.01

Year

Reve

nue/

Expe

nse

Breakeven (Groove Café)

Projected Income/Loss (Groove Café)

Revenue Café Event LESS: Waste & Contingency

Expense Café 1

Event Rent Administrative Staff


1 2 3

Growth Rate 25% 50%49,400.00 61,750.00 92,625.00

1,400.00 1,750.00 2,625.00(7,480.00) (9,350.00) (14,025.00)43,320.00 54,150.00 81,225.00

Inflation Rate 4.0% 3.5%(12,675.00) (16,350.75) (25,098.40)

(242.40) (252.10) (260.92)(12,000.00) (12,480.00) (12,916.80)

(2,200.00) (2,288.00) (2,368.08)(20,800.00) (21,632.00) (22,389.12)(47,917.40) (53,002.85) (63,033.32)

47,917.40 53,002.85 63,033.32(4,597.40) 1,147.15 18,191.68

4 5 6 7 8 9 10

35% 10% 2% 2% 2% 2% 2%125,043.75 137,548.13 140,299.09 143,105.07 145,967.17 148,886.51 151,864.24

3,543.75 3,898.13 3,976.09 4,055.61 4,136.72 4,219.46 4,303.84(18,933.75) (20,827.13) (21,243.67) (21,668.54) (22,101.91) (22,543.95) (22,994.83)109,653.75 120,619.13 123,031.51 125,492.14 128,001.98 130,562.02 133,173.26

2.0% 2.0% 2.5% 2.5% 2.5% 2.5% 2.5%(34,384.81) (38,510.99) (40,243.98) (42,054.96) (43,947.43) (45,925.07) (47,991.70)

(266.14) (271.46) (278.25) (285.20) (292.33) (299.64) (307.13)(13,175.14) (13,438.64) (13,774.60) (14,118.97) (14,471.94) (14,833.74) (15,204.59)(2,415.44) (2,463.75) (2,525.34) (2,588.48) (2,653.19) (2,719.52) (2,787.51)

(22,836.90) (23,293.64) (23,875.98) (24,472.88) (25,084.70) (25,711.82) (26,354.62)(73,078.43) (77,978.48) (80,698.16) (83,520.49) (86,449.60) (89,489.79) (92,645.54)

73,078.43 77,978.48 80,698.16 83,520.49 86,449.60 89,489.79 92,645.5436,575.32 42,640.65 42,333.35 41,971.65 41,552.38 41,072.23 40,527.72

$0

$20,000

$40,000

$60,000

$80,000

$100,000

$120,000

$140,000

1 2 3 4 5 6 7 8 9 10

@1%)j!#996%)<"GVk)1"-)")4%,)98%#",+40)&9--)+4),1%)$#-,);%"#)./,)O/+5E&;)0"+4-)8#9$,".+&+,;)9GG)#"8+')-"&%-)0#9F,1X)@1%)0#9F,1)F9/&').%),1"4E-),9)")0#9F+40)898/&"#+,;)"-)F9#'-) -8#%"'-) ,1#9/019/,) ,1%) 5977/4+,;X)2''+,+94"&)0#9F,1) +-)-/-,"+4%')"-) ,1%)%G$5+%45;)9G) ,1%)-,"GG)"4')./-+4%--) +,-%&G) +45#%"-%-() F1+&%) ,1%) 0#9F,1) +4) -"&%-).%0+4-),9)-&9FX)@1%)8#9$,-)"559/4,%')G9#)+4),1+-)51"#,)'9)49,);%,)+45&/'%)'%.,)-%#6+5%)G9#)+4+,+"&)+46%-,7%4,X

IS11.02)PROJECTED OPERATIONS TEN YEAR (GROOVE CAFÉ)

Year

Reve

nue/

Expe

nse

Breakeven (Groove Café)

Projected Income/Loss (Groove Café)

Revenue Café Event LESS: Waste & Contingency

Expense Café 1

Event Rent Administrative Staff


1 2 3

Growth Rate 25% 50%49,400.00 61,750.00 92,625.00

1,400.00 1,750.00 2,625.00(7,480.00) (9,350.00) (14,025.00)43,320.00 54,150.00 81,225.00

Inflation Rate 4.0% 3.5%(12,675.00) (16,350.75) (25,098.40)

(242.40) (252.10) (260.92)(12,000.00) (12,480.00) (12,916.80)

(2,200.00) (2,288.00) (2,368.08)(20,800.00) (21,632.00) (22,389.12)(47,917.40) (53,002.85) (63,033.32)

47,917.40 53,002.85 63,033.32(4,597.40) 1,147.15 18,191.68

4 5 6 7 8 9 10

35% 10% 2% 2% 2% 2% 2%125,043.75 137,548.13 140,299.09 143,105.07 145,967.17 148,886.51 151,864.24

3,543.75 3,898.13 3,976.09 4,055.61 4,136.72 4,219.46 4,303.84(18,933.75) (20,827.13) (21,243.67) (21,668.54) (22,101.91) (22,543.95) (22,994.83)109,653.75 120,619.13 123,031.51 125,492.14 128,001.98 130,562.02 133,173.26

2.0% 2.0% 2.5% 2.5% 2.5% 2.5% 2.5%(34,384.81) (38,510.99) (40,243.98) (42,054.96) (43,947.43) (45,925.07) (47,991.70)

(266.14) (271.46) (278.25) (285.20) (292.33) (299.64) (307.13)(13,175.14) (13,438.64) (13,774.60) (14,118.97) (14,471.94) (14,833.74) (15,204.59)(2,415.44) (2,463.75) (2,525.34) (2,588.48) (2,653.19) (2,719.52) (2,787.51)

(22,836.90) (23,293.64) (23,875.98) (24,472.88) (25,084.70) (25,711.82) (26,354.62)(73,078.43) (77,978.48) (80,698.16) (83,520.49) (86,449.60) (89,489.79) (92,645.54)

73,078.43 77,978.48 80,698.16 83,520.49 86,449.60 89,489.79 92,645.5436,575.32 42,640.65 42,333.35 41,971.65 41,552.38 41,072.23 40,527.72

$0

$20,000

$40,000

$60,000

$80,000

$100,000

$120,000

$140,000

1 2 3 4 5 6 7 8 9 10

Breakeven Year One


PROJECTED OPERATIONS TEN YEAR (GROOVE CAFÉ) IS11.03

Year

Reve

nue/

Expe

nse

Breakeven (Combined PLUS Debt Service)

$0

$20,000

$40,000

$60,000

$80,000

$100,000

$120,000

$140,000

$160,000

$180,000

1 2 3 4 5 6 7 8 9 10

Projected Income/Loss (Combined)

Revenue Groove Management Groove Café

Expense Groove Management Groove Café

Debt Service (See DETAIL) Bank Loan A Bank Loan B


1 2 3

Growth Rate 16% 33%30,840.00 32,073.60 33,035.8143,320.00 54,150.00 81,225.0074,160.00 86,223.60 114,260.81

(21,043.00) (21,884.72) (22,650.69)(47,917.40) (53,002.85) (63,033.32)(68,960.40) (74,887.57) (85,684.01)

(24,320.89) (24,320.89) (24,320.89)(14,234.29) (14,234.29) (14,234.29)(38,555.18) (38,555.18) (38,555.18)107,515.58 113,442.75 124,239.19(33,355.58) (27,219.15) (9,978.38)

4 5 6 7 8 9 10

25% 8% 2% 2% 2% 2% 2%33,696.52 34,370.45 35,057.86 35,759.02 36,474.20 37,203.69 37,947.76

109,653.75 120,619.13 123,031.51 125,492.14 128,001.98 130,562.02 133,173.26143,350.27 154,989.58 158,089.37 161,251.16 164,476.18 167,765.71 171,121.02

(23,103.70) (23,565.77) (24,154.92) (24,758.79) (25,377.76) (26,012.20) (26,662.51)(73,078.43) (77,978.48) (80,698.16) (83,520.49) (86,449.60) (89,489.79) (92,645.54)(96,182.13) (101,544.25) (104,853.08) (108,279.28) (111,827.36) (115,502.00) (119,308.05)

(24,320.89) (24,320.89) (24,320.89) (24,320.89) (24,320.89) (24,320.89) (24,320.89)(14,234.29) (14,234.29) (14,234.29) (14,234.29) (14,234.29) (14,234.29) (14,234.29)(38,555.18) (38,555.18) (38,555.18) (38,555.18) (38,555.18) (38,555.18) (38,555.18)134,737.31 140,099.43 143,408.26 146,834.46 150,382.54 154,057.18 157,863.23

8,612.97 14,890.15 14,681.12 14,416.70 14,093.64 13,708.53 13,257.79

Debt Service DETAIL Principle Rate Term Totals

Bank Loan A $ 400,000.00 4.50% 30 $ (24,320.89)

Bank Loan B $ 150,000.00 5.00% 15 $ (14,234.29)

$ 550,000.00 $ (38,555.18)

<97.+4+40),1%),F9)./-+4%--%-()F%)5"4).%0+4),9)-%%),1%).%4%$,)9G).9,1)79'%&-)F9#E+40) ,90%,1%#)"-)94%X)L45%) '%.,) -%#6+5%) +-) '%'/5,%'() F%) -%%) #%&",+6%&;)-7"&&)&9--%-)G9#),1%)$#-,),1#%%);%"#-)F+,1)").#%"E%6%4)89+4,)597+40).%G9#%);%"#)G9/#X)!#9F,1)"G,%#),1+-)89+4,)O/+5E&;)&%6%&-)9GG()7"+4,"+4+40)")7"#0+4)9G)8#9$,),1",)+-)'94",%'),9)9,1%#)&95"&)-,"#,/8-)+4)9#'%#),9)-,";)%&+0+.&%)G9#)_[ZT5U),"I)%I%78,+94-X)@1%)8#9$,)7"#0+4)8#96+'%-)")-"G%,;)4%,)+G)#%6%4/%-)'94m,)#%"51)%I8%5,",+94-(),1%)5"GV)F+&&)49,)1"6%),9)5&9-%)'9F4X

H&,+7",%&;(),1%),1#%%);%"#).#%"E%6%4)F+,1)")79'%#",%)5"-1)W9F)G9#)"&&)-/.-%O/%4,);%"#-)+-)6%#;)-/-,"+4".&%X)@1%) "''+,+94) 8#9$,-) 0%4%#",%') G#97) ,1%) 8#9R%5,) F+&&)-/#%&;).%4%$,),1%)5977/4+,;)"-)F%&&X)

IS11.04)PROJECTED OPERATIONS TEN YEAR (COMBINED)

Year

Reve

nue/

Expe

nse

Breakeven (Combined PLUS Debt Service)

$0

$20,000

$40,000

$60,000

$80,000

$100,000

$120,000

$140,000

$160,000

$180,000

1 2 3 4 5 6 7 8 9 10

Projected Income/Loss (Combined)

Revenue Groove Management Groove Café

Expense Groove Management Groove Café

Debt Service (See DETAIL) Bank Loan A Bank Loan B


1 2 3

Growth Rate 16% 33%30,840.00 32,073.60 33,035.8143,320.00 54,150.00 81,225.0074,160.00 86,223.60 114,260.81

(21,043.00) (21,884.72) (22,650.69)(47,917.40) (53,002.85) (63,033.32)(68,960.40) (74,887.57) (85,684.01)

(24,320.89) (24,320.89) (24,320.89)(14,234.29) (14,234.29) (14,234.29)(38,555.18) (38,555.18) (38,555.18)107,515.58 113,442.75 124,239.19(33,355.58) (27,219.15) (9,978.38)

4 5 6 7 8 9 10

25% 8% 2% 2% 2% 2% 2%33,696.52 34,370.45 35,057.86 35,759.02 36,474.20 37,203.69 37,947.76

109,653.75 120,619.13 123,031.51 125,492.14 128,001.98 130,562.02 133,173.26143,350.27 154,989.58 158,089.37 161,251.16 164,476.18 167,765.71 171,121.02

(23,103.70) (23,565.77) (24,154.92) (24,758.79) (25,377.76) (26,012.20) (26,662.51)(73,078.43) (77,978.48) (80,698.16) (83,520.49) (86,449.60) (89,489.79) (92,645.54)(96,182.13) (101,544.25) (104,853.08) (108,279.28) (111,827.36) (115,502.00) (119,308.05)

(24,320.89) (24,320.89) (24,320.89) (24,320.89) (24,320.89) (24,320.89) (24,320.89)(14,234.29) (14,234.29) (14,234.29) (14,234.29) (14,234.29) (14,234.29) (14,234.29)(38,555.18) (38,555.18) (38,555.18) (38,555.18) (38,555.18) (38,555.18) (38,555.18)134,737.31 140,099.43 143,408.26 146,834.46 150,382.54 154,057.18 157,863.23

8,612.97 14,890.15 14,681.12 14,416.70 14,093.64 13,708.53 13,257.79

Debt Service DETAIL Principle Rate Term Totals

Bank Loan A $ 400,000.00 4.50% 30 $ (24,320.89)

Bank Loan B $ 150,000.00 5.00% 15 $ (14,234.29)

$ 550,000.00 $ (38,555.18)

Breakeven Year #ree


PROJECTED OPERATIONS TEN YEAR (COMBINED) IS11.05

INCENTIVE PROPOSAL: THE GROOVE CAFÉ


INCENTIVE PROPOSAL: THE GROOVE CAFÉ IP1.00

JLJ:)Lf)@>:)CL<HM:J@D)3J<PHC:C)3J)@>:)C?2d3J!)3JC:h)2?:)3J@:JC:C)@L)g:)<LJD3C:?:C)3J)3DLP2@3LJ)Lf)LJ:)2JL@>:?X)2PP)*2?@3:D)H@3P3Q3J!)@>:D:)CL<HM:J@D)fL?)g3CC3J!()iH2J@3@S)DH?Y:S() 2JCNL?) <LJD@?H<@3LJ) D>2PP) <LJDHP@) @>:) !:J:?2P) JL@:D) 2JC) 3JfL?M2@3LJ)PL<2@:C)LJ)@>3D)D>::@)2JC)2PP) j3Jk)2JC) j<2k)D:?3:D) T!LY:?J3J!)HD:)D@3*HP2@3LJD)2JC)<LC:)2J2PSD3DU)D>::@D)fL?) 3JfL?M2@3LJ)2JC)<LJC3@3LJD)!LY:?J3J!)dL?A)C:D<?3g:C)3J) CL<HM:J@D) P3D@:C) 3J) @>:) C?2d3J!) 3JC:h) g:fL?:) *?L<::C3J!) d3@>) *?L<H?:M:J@)2JCNL?)<LJD@?H<@3LJX)!LY:?J3J!)HD:)D@3*HP2@3LJ)D>::@D)2JC)<LC:)2J2PSD3D)Tj3Jk)2JC)j<2k) D:?3:D) CL<HM:J@DU) *?LY3C:) <LC:() *?L<:CH?2P()2JC) HD:) !H3C:P3J:D) !LY:?J3J!)2PP)g3C)2JCNL?)<LJD@?H<@3LJ)CL<HM:J@DX)2PP)g3CC:?D()DHglg3CC:?D()<LJ@?2<@L?D)2JC)DHgl<LJ@?2<@L?D)D>2PP)H@3P3Q:)<LM*P:@:)D:@D)Lf)@>:)g3CC3J!)2JCNL?)<LJD@?H<@3LJ)CL<HM:J@D) 3J) iH2J@3fS3J!) 2JC) <LJD@?H<@3J!X) J:3@>:?) @>:) LdJ:?) L?) 2?<>3@:<@)2DDHM:D) ?:D*LJD3g3P3@S) fL?) :??L?D() LM3DD3LJD() L?) M3D3J@:?*?:@2@3LJD) ?:DHP@3J!)f?LM)@>:)HD:)Lf)3J<LM*P:@:)D:@D)Lf)g3CC3J!)2JCNL?)<LJD@?H<@3LJ)CL<HM:J@DX

CL)JL@)D<2P:)C?2d3J!D)L?)H@3P3Q:)D<2P:C)C3M:JD3LJDX)HD:)LJPS)C3M:JD3LJDNC3M:JD3LJ2P)3JfL?M2@3LJ) ) *?LY3C:C) 3J) @>:) CL<HM:J@DX) d>:J) JL) C3M:JD3LJ2P) 3JfL?M2@3LJ) 3D)*?LY3C:C)g3CC:?()DHglg3CC:?()<LJ@?2<@L?()2JC)DHgl<LJ@?2<@L?)D>2PP)<LJDHP@)d3@>)2?<>3@:<@)3J)d?3@3J!X):J@3@3:D)H@3P3Q3J!)CL<HM:J@D)D>2PP)JL@):h:<H@:)?:P:Y2J@)dL?A)HJ@3P)d?3@@:J)?:D*LJD:NC3?:<@3Y:)>2D)g::J)*?LY3C:C)gS)2?<>3@:<@X)))

2PP)<LJD@?H<@3LJ)M2@:?32PD)2JC)3JD@2PP2@3LJD)D>2PP)<LJfL?M)@LK)2M:?3<2J)3JD@3@H@:)Lf) 2?<>3@:<@D() 2M:?3<2J) J2@3LJ2P) D@2JC2?CD) 3JD@3@H@:() 2M:?3<2J) DL<3:@S) fL?)@:D@3J!)2JC)M:2DH?:D()<LJD@?H<@3LJ)D*:<3f3<2@3LJD)3JD@3@H@:()3JCHD@?S)fLHJC2@3LJ)<P2DD:D() 3J@:?J2@3LJ2P)2PP32J<:)fL?)3J@:?L*:?2g3P3@S() ) 3J@:?J2@3LJ2P)gH3PC3J!)<LC:)\[[`() 3J@:?J2@3LJ2P)f3?:)<LC:)\[[c() 3J@:?J2@3LJ2P)D@2JC2?CD)L?!2J3Q2@3LJ()J2@3LJ2P)<2C) D@2JC2?CD() J2@3LJ2P) 3JD@3@H@:) Lf) gH3PC3J!) D<3:J<:() 2D) d:PP) 2D) 2PP) 2**P3<2gP:)f:C:?2P) <LC:D() D@2@:) <LC:D() PL<2P) <LC:D() @?2C:) 2DDL<32@3LJ) D@2JC2?CD() 2JCNL?)M2JHf2<@H?:?mD) D@2JC2?CD) 2D) 2CL*@:C) gS) @>:) <3@S) Lf) *3@@DgH?!>) 2JC) 2PP:!>:JS)<LHJ@SX


LEGAL INFORMATION IP1.01

1IP1.00

2IP3.04

2IP3.04

1

SYMBOLS LEGEND MASTER KEYNOTE LEGEND

ELEVATION

INTERIOR ELEVATION

WALL TAG

DETAIL/ENLARGED PLAN/ENLARGED ELEVATION

SECTION DETAIL

FLOOR ELEVATION LINE

SPOT ELEVATION

SEQUENCE CALLOUT

SPOT SLOPE

DOOR TAG

BUILDING SECTION

1IP5.05

ELEVATON DETAIL1

IP5.05

0' 0"

0' 0"

Level 1

ELEVATION LINE0' 0"

2IP3.04

3

1:20

04 05 19.S13 1/2" Dia. x 9" WeldOn Rod w/ 11" Anchor

04 20 00.B2 Cast Stone Lintel

04 20 00.B3 Cast Stone Sill

04 21 00.A1 Standard Brick 3/8" Joint

05 05 23.I1 1/2" Steel Plate

05 12 00.A31 6X6X0.5” Steel L Section

05 41 00.A5 35/8" Metal Stud

05 43 00.A1 1" Wire Rope

05 43 00.A2 Steel Cable System Bridge Socket

05 43 00.A3 Steel Cable System Open Socket

05 43 00.A4 Steel WallMounted Anchor Bracket w/ Pulley

06 11 00.A2 Wood Blocking As Required

06 11 00.F1 2x6 Stud

06 16 00.D6 1/2" Plywood

06 40 00.A2 Wood Laminate

06 46 00.K2 11/16" x 5 1/2" Window Stool

07 21 00.A4 R19 Batt Insulation

07 26 00.A4 Vapor Retarder

07 62 00.A2 Aluminum Flashing

08 34 00.A1 Sectional Overhead Door

08 34 00.A2 Overhead Door Rolling Track

08 34 00.A3 Overhead Door Roller

08 34 00.A4 Overhead Door Weatherstripping

08 43 00.B2 Storefront Door Jamb At Sidelight

08 51 13.A6 Aluminum Fixed Window Mullion

08 53 00.A1 Fixed Fibreglass Window Unit

09 29 00.D1 5/8" Gypsum Wallboard

14 24 00.A1 Hydraulic Elevator01

10 14 00.A2 1/2” Plywood signage

10 14 00.A3 Steel U fastener for plywood signage

10 20 00.A1 Plywood ceiling rib

10 20 00.A2 Steel ceiling rib fastener, right angle

10 20 00.A3 Steel ceiling rib fastener, straight angle

IP1.02)LEGENDS, KEYNOTES, AND ABBREVIATIONS

1IP1.00

2IP3.04

2IP3.04

1

SYMBOLS LEGEND MASTER KEYNOTE LEGEND

ELEVATION

INTERIOR ELEVATION

WALL TAG

DETAIL/ENLARGED PLAN/ENLARGED ELEVATION

SECTION DETAIL

FLOOR ELEVATION LINE

SPOT ELEVATION

SEQUENCE CALLOUT

SPOT SLOPE

DOOR TAG

BUILDING SECTION

1IP5.05

ELEVATON DETAIL1

IP5.05

0' 0"

0' 0"

Level 1

ELEVATION LINE0' 0"

2IP3.04

3

1:20

04 05 19.S13 1/2" Dia. x 9" WeldOn Rod w/ 11" Anchor

04 20 00.B2 Cast Stone Lintel

04 20 00.B3 Cast Stone Sill

04 21 00.A1 Standard Brick 3/8" Joint

05 05 23.I1 1/2" Steel Plate

05 12 00.A31 6X6X0.5” Steel L Section

05 41 00.A5 35/8" Metal Stud

05 43 00.A1 1" Wire Rope

05 43 00.A2 Steel Cable System Bridge Socket

05 43 00.A3 Steel Cable System Open Socket

05 43 00.A4 Steel WallMounted Anchor Bracket w/ Pulley

06 11 00.A2 Wood Blocking As Required

06 11 00.F1 2x6 Stud

06 16 00.D6 1/2" Plywood

06 40 00.A2 Wood Laminate

06 46 00.K2 11/16" x 5 1/2" Window Stool

07 21 00.A4 R19 Batt Insulation

07 26 00.A4 Vapor Retarder

07 62 00.A2 Aluminum Flashing

08 34 00.A1 Sectional Overhead Door

08 34 00.A2 Overhead Door Rolling Track

08 34 00.A3 Overhead Door Roller

08 34 00.A4 Overhead Door Weatherstripping

08 43 00.B2 Storefront Door Jamb At Sidelight

08 51 13.A6 Aluminum Fixed Window Mullion

08 53 00.A1 Fixed Fibreglass Window Unit

09 29 00.D1 5/8" Gypsum Wallboard

14 24 00.A1 Hydraulic Elevator01

10 14 00.A2 1/2” Plywood signage

10 14 00.A3 Steel U fastener for plywood signage

10 20 00.A1 Plywood ceiling rib

10 20 00.A2 Steel ceiling rib fastener, right angle

10 20 00.A3 Steel ceiling rib fastener, straight angle

PARTITION TYPESSCALE: 1 1/2” = 1’

1

0' 4 7/8" 0' 4 7/8"

0' 9 5/8"0' 6 3/4"

09 29 00.D1

05 41 00.A5

09 29 00.D1

05 41 00.A5

07 21 00.A4

09 29 00.D1

05 41 00.A5

07 21 00.A4

09 29 00.D1

09 29 00.D1

09 29 00.D1

09 29 00.D1

05 41 00.A5

07 21 00.A4

04 21 00.A1

06 16 00.D6

07 26 00.A4

EXTERIOR PARTITIONUL INDEX RATING:1INTERIOR PARTITION

UL INDEX RATING:3

INTERIOR PARTITIONUL INDEX RATING:2INTERIOR PARTITION

UL INDEX RATING:4


PARTITION TYPES IP1.03

DEMOLITION PLANSCALE: 3/32” = 1’

1

IP6.00


DEMOLITION NOTES:

1. REMOVE EXISTING 30” WIDE SIDE DOOR AND EXISTING 1’4” BRICK WALL BY SHORING METAL PLATES ONTO BOTH SIDES OF THE INTERIOR AND EXTERIOR WALL2. REMOVE EXISTING WINDOW AS WELL AS EXISTING BRICK FROM FRONT FACADE3. DEMOLISH INTERIOR WALL 4. REMOVE INTERIOR STURUCTURAL BRICK COLUMN 5. DEMOLISH EXISTING INTERIOR WALLS FOR THE MEN’S BATHROOM AND STORAGE6. DEMOLISH THE EXISTING INTERIOR KITCHEN WALLS7. REMOVE EXISTING INTERIOR WALLS

1

2

3

4

5

6

7

GENERAL DEMOLITION NOTES:

1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS4. REMOVE ALL WALLS DEPICTED BY A SOLID RED LINE5. CONTRACTOR SHALL REUSE EXISTING WALL PLUGS, SWITCHES, FLOOR CORES, CONTROL DEVICES AND ASSOCIATED SERVICE WIRING CONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND LOCAL BUILDING CODE6. REMOVE EXISTING MECHANICAL DEVICES/DUCTWORK, PIPING, ETCETERA, ONLY AS REQUIRED FOR NEW LAYOUT. TERMINATE ELECTRIC CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER BEFORE TURNING SPACE OVER TO CONTRACTOR. CHANGE FILTERS AT LEAST WEEKLY DURING CONSTRUCTION

IP2.00)DEMOLITION PLAN

DEMOLITION PLANSCALE: 3/32” = 1’

1

IP6.00


DEMOLITION NOTES:

1. REMOVE EXISTING 30” WIDE SIDE DOOR AND EXISTING 1’4” BRICK WALL BY SHORING METAL PLATES ONTO BOTH SIDES OF THE INTERIOR AND EXTERIOR WALL2. REMOVE EXISTING WINDOW AS WELL AS EXISTING BRICK FROM FRONT FACADE3. DEMOLISH INTERIOR WALL 4. REMOVE INTERIOR STURUCTURAL BRICK COLUMN 5. DEMOLISH EXISTING INTERIOR WALLS FOR THE MEN’S BATHROOM AND STORAGE6. DEMOLISH THE EXISTING INTERIOR KITCHEN WALLS7. REMOVE EXISTING INTERIOR WALLS

1

2

3

4

5

6

7

GENERAL DEMOLITION NOTES:

1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS4. REMOVE ALL WALLS DEPICTED BY A SOLID RED LINE5. CONTRACTOR SHALL REUSE EXISTING WALL PLUGS, SWITCHES, FLOOR CORES, CONTROL DEVICES AND ASSOCIATED SERVICE WIRING CONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND LOCAL BUILDING CODE6. REMOVE EXISTING MECHANICAL DEVICES/DUCTWORK, PIPING, ETCETERA, ONLY AS REQUIRED FOR NEW LAYOUT. TERMINATE ELECTRIC CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER BEFORE TURNING SPACE OVER TO CONTRACTOR. CHANGE FILTERS AT LEAST WEEKLY DURING CONSTRUCTION


DEMOLITION PLAN IP2.01

PROPOSED STRUCTURESCALE: 3/32” = 1’

1


ASSEMBLY GENERAL NOTES:

1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS. 4. REMOVE ALL WALLS SHOWN WITH A RED SOLID LINE5. REUSE EXISTING WALL PLUGS, SWITCHES, FLOOR CORES, CONTROL DEVICES AND ASSOCIATED SERVICE WIRING CONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND LOCAL BUILDING CODE.6. REMOVE EXISTING MECHANICAL DEVICES/DUCTWORK, PIPING, ETC., ONLY AS REQUIRED FOR NEW LAYOUT. TERMINATE ELECTRIC CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER BEFORE TURNING SPACE OVER TO CONTRACTOR. CHANGE FILTERS AT LEAST WEEKLY DURING CONSTRUCTION7. ALL OBJECTS SHOWN IN A DASHED LINE ARE PROPOSED CONSTRUCTION ADDITIONS TO THE PROJECT

ASSEMBLY NOTES:

1. ADDITION OF OPERABLE GARAGE DOOR, ALLOWING FOR SEMICONDIITIONED OUTDOOR SPACE2. ADDITION OF NEW STOREFRONT WINDOW, 4’ MULLIONS ON CENTER3.ADDITION OF NEW 1’4” BRICK WALL 4. ADDITION OF 60” WIDE GLASS ENTRY DOOR WITHIN STOREFRONT GLASS WALL5. SECOND 60” WIDE GLASS ENTRY DOORWAY FORMING AN AIR LOCK WITH INTERIOR STOREFRONT GLASS PANELS6. ADDITION OF 3’6” LOW BRICK WALL WITH COUNTERTOP 7. ADDITION OF STOREFRONT GLAZED WINOW WITH MULLIONS 4’ ON CENTER TO ALLOW FOR VIEWS INTO KITCHEN8. ADDITION OF TYPICAL 4“ METAL STUD GYPSUM BOARD WITH INSULATION TO ALLOW FOR PLUMBING FIXTURES FOR MEN’S AND WOMEN’S BATHROOM9. ADDITION OF STANDARD 4” METAL STUD GYPSUM BOARD

1

2

3

6

8

9

4

5

7

IP3.00)PROPOSED STRUCTURE


PROPOSED STRUCTURESCALE: 3/32” = 1’

1



1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS. 4. REMOVE ALL WALLS SHOWN WITH A RED SOLID LINE5. REUSE EXISTING WALL PLUGS, SWITCHES, FLOOR CORES, CONTROL DEVICES AND ASSOCIATED SERVICE WIRING CONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND LOCAL BUILDING CODE.6. REMOVE EXISTING MECHANICAL DEVICES/DUCTWORK, PIPING, ETC., ONLY AS REQUIRED FOR NEW LAYOUT. TERMINATE ELECTRIC CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER BEFORE TURNING SPACE OVER TO CONTRACTOR. CHANGE FILTERS AT LEAST WEEKLY DURING CONSTRUCTION7. ALL OBJECTS SHOWN IN A DASHED LINE ARE PROPOSED CONSTRUCTION ADDITIONS TO THE PROJECT

ASSEMBLY NOTES:

1. ADDITION OF OPERABLE GARAGE DOOR, ALLOWING FOR SEMICONDIITIONED OUTDOOR SPACE2. ADDITION OF NEW STOREFRONT WINDOW, 4’ MULLIONS ON CENTER3.ADDITION OF NEW 1’4” BRICK WALL 4. ADDITION OF 60” WIDE GLASS ENTRY DOOR WITHIN STOREFRONT GLASS WALL5. SECOND 60” WIDE GLASS ENTRY DOORWAY FORMING AN AIR LOCK WITH INTERIOR STOREFRONT GLASS PANELS6. ADDITION OF 3’6” LOW BRICK WALL WITH COUNTERTOP 7. ADDITION OF STOREFRONT GLAZED WINOW WITH MULLIONS 4’ ON CENTER TO ALLOW FOR VIEWS INTO KITCHEN8. ADDITION OF TYPICAL 4“ METAL STUD GYPSUM BOARD WITH INSULATION TO ALLOW FOR PLUMBING FIXTURES FOR MEN’S AND WOMEN’S BATHROOM9. ADDITION OF STANDARD 4” METAL STUD GYPSUM BOARD

1

2

3

6

8

9

4

5

7

PROPOSED STRUCTURE IP3.01


1

3IP5.00

12' 0" 12' 0"

CLEAR5' 0"

1' 11"

2' 0"

2' 0"

1:20

2' 0 1/2" 2' 7" 2' 2 1/2"

2' 0"

5' 0"

3' 2"

11' 10 1/2"

1' 8 3/4"

10' 1 3/4"

5' 1 1/2"

6' 7 1/8"

6' 0"

14' 0"

3' 0"

10' 0"13' 8"

7' 11 5/8"

03

07

06

04

08

09 10

05

01

02

3' 0"

1IP5.02

33IP5.03

2IP5.03

32IP5.03

SEATING

(PLATFORM)

OFFICE

WOMEN’S

MEN’S

KITCHEN

VEST.

31IP5.03


GENERAL PLAN NOTES:


PLAN NOTES:


1IP5.00

2IP5.00

1

2

3

4

5

6

IN4.00)PLAN


1

3IP5.00

12' 0" 12' 0"

CLEAR5' 0"

1' 11"

2' 0"

2' 0"

1:20

2' 0 1/2" 2' 7" 2' 2 1/2"

2' 0"

5' 0"

3' 2"

11' 10 1/2"

1' 8 3/4"

10' 1 3/4"

5' 1 1/2"

6' 7 1/8"

6' 0"

14' 0"

3' 0"

10' 0"13' 8"

7' 11 5/8"

03

07

06

04

08

09 10

05

01

02

3' 0"

1IP5.02

33IP5.03

2IP5.03

32IP5.03

SEATING

(PLATFORM)

OFFICE

WOMEN’S

MEN’S

KITCHEN

VEST.

31IP5.03


GENERAL PLAN NOTES:


PLAN NOTES:


1IP5.00

2IP5.00

1

2

3

4

5

6


PLAN IN4.01

IN4.02)REFLECTED CEILING PLAN

LEVEL 1 REFLECTED CEILING PLANSCALE: 1/16” = 1’

2

1IP7.00



1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS. 4. REUSE EXISTING WALL PLUGS, SWITCHES, FLOOR CORES, CONTROL DEVICES AND ASSOCIATED SERVICE WIRING CONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND LOCAL BUILDING CODE.5. REMOVE EXISTING MECHANICAL DEVICES/DUCTWORK, PIPING, ETC.., ONLY AS REQUIRED FOR NEW LAYOUT. TERMINATE ELECTRIC CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER BEFORE TURNING SPACE OVER TO CONTRACTOR. CHANGE FILTERS AT LEAST WEEKLY DURING CONSTRUCTION

ASSEMBLY NOTES:

1. EACH LETTER MUST BE ATTACHED TO NO FEWER THAN TWO RIBS WITH NO FEWER THAN 12 BOLTS. DETERMINE MOUNTING HEIGH OF U BRACKETS ON SITE, SUCH THAT NO BREACKET IS VISIBLE IN FRONT ELEVATION OF SIGN, TYPICAL2. ALIGN NORTH EDGE OF EASTWEST CEILING RIB TO NORTH FACE OF THE NEWLY PROPOSED BRICK WALL 3.ALIGN WEST EDGE OF NORTHSOUTH CEILING RIB TO EAST FACE OF EXISTING BUILDING PIER4. EACH RIB IN BOTH NORTHSOUTH AND EASTWEST DIRECTIONS ARE SPACED AT EVEN 4 FOOT INTERVALS OC.5. RECESSED CAN LIGHT IN KITCHEN6. PENDANT LIGHT OVER SEATING7. SPOT LIGHT FOR PLATFORM ILLUMINATION.

1

5

6

4

2

3


REFLECTED CEILING PLAN IN4.03LEVEL 1 REFLECTED CEILING PLANSCALE: 1/16” = 1’

2

1IP7.00



1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT3. UNDER NO CIRCUMSTANCES SHALL REFUSE BE ALLOWED TO BLOCK OR IMPAIR CIRCULATION OF CORRIDORS. 4. REUSE EXISTING WALL PLUGS, SWITCHES, FLOOR CORES, CONTROL DEVICES AND ASSOCIATED SERVICE WIRING CONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS AND LOCAL BUILDING CODE.5. REMOVE EXISTING MECHANICAL DEVICES/DUCTWORK, PIPING, ETC.., ONLY AS REQUIRED FOR NEW LAYOUT. TERMINATE ELECTRIC CONNECTIONS. CLEAN MAIN TRUNK AND REPLACE FILTER BEFORE TURNING SPACE OVER TO CONTRACTOR. CHANGE FILTERS AT LEAST WEEKLY DURING CONSTRUCTION

ASSEMBLY NOTES:

1. EACH LETTER MUST BE ATTACHED TO NO FEWER THAN TWO RIBS WITH NO FEWER THAN 12 BOLTS. DETERMINE MOUNTING HEIGH OF U BRACKETS ON SITE, SUCH THAT NO BREACKET IS VISIBLE IN FRONT ELEVATION OF SIGN, TYPICAL2. ALIGN NORTH EDGE OF EASTWEST CEILING RIB TO NORTH FACE OF THE NEWLY PROPOSED BRICK WALL 3.ALIGN WEST EDGE OF NORTHSOUTH CEILING RIB TO EAST FACE OF EXISTING BUILDING PIER4. EACH RIB IN BOTH NORTHSOUTH AND EASTWEST DIRECTIONS ARE SPACED AT EVEN 4 FOOT INTERVALS OC.5. RECESSED CAN LIGHT IN KITCHEN6. PENDANT LIGHT OVER SEATING7. SPOT LIGHT FOR PLATFORM ILLUMINATION.

1

5

6

4

2

3

2' 6 1/2"

1' 3 7/8"

1' 8 3/4"


SOUTH ELEVATIONSCALE: 3/32” = 1’

1

DINING WALL INTERIOR ELEVATIONSCALE: 3/32” = 1’

2

INTERIOR WALL PLAN DETAILSCALE: 1” = 1’

3

10' 10 1/4"

11' 6"

27’ 6 3/4”T.O. PARAPET

13’ 0”LEVEL 2

0’ 0”LEVEL 1

3IP7.06

0' 0"LEVEL 1

7' 6" TO CEILING RIB

7' 0"

3' 0"

7' 0"

2' 6 1/4" EQ EQ EQ

3' 0"

2' 5"

9' 6"

3

1 2

4

5

NOTES:

1. WALL OPENING BETWEEN KITCHEN AND EATERY. PARTIAL HEIGHT BRICK WALL IS TO BE CONSTRUCTED TO 2’ 10 1/2” ABOVE LEVEL 1.2. COUNTERTOP SLAB; 2 1/2” THICK PLACED ON TOP OF PARTIAL HEIGHT BRICK WALL3. WALL TYPE 1; MODIFIER: DO NOT INCLUDE INSULATION OR INTERIOR FACE GYPSUM BOARD4. INTERIOR STOREFRONT GLASS MULLION SHALL ATTACH THROUGH LAYER OF GYPSUM BOARD BETWEEN CONSTRUCTED BRICK COLUMN TO MAINTAIN FIRE RATING.5. WALL TYPE 2

IP5.00)MISC. TECHNICAL DRAWINGS

2' 6 1/2"

1' 3 7/8"

1' 8 3/4"


SOUTH ELEVATIONSCALE: 3/32” = 1’

1

DINING WALL INTERIOR ELEVATIONSCALE: 3/32” = 1’

2

INTERIOR WALL PLAN DETAILSCALE: 1” = 1’

3

10' 10 1/4"

11' 6"

27’ 6 3/4”T.O. PARAPET

13’ 0”LEVEL 2

0’ 0”LEVEL 1

3IP7.06

0' 0"LEVEL 1

7' 6" TO CEILING RIB

7' 0"

3' 0"

7' 0"

2' 6 1/4" EQ EQ EQ

3' 0"

2' 5"

9' 6"

3

1 2

4

5

NOTES:

1. WALL OPENING BETWEEN KITCHEN AND EATERY. PARTIAL HEIGHT BRICK WALL IS TO BE CONSTRUCTED TO 2’ 10 1/2” ABOVE LEVEL 1.2. COUNTERTOP SLAB; 2 1/2” THICK PLACED ON TOP OF PARTIAL HEIGHT BRICK WALL3. WALL TYPE 1; MODIFIER: DO NOT INCLUDE INSULATION OR INTERIOR FACE GYPSUM BOARD4. INTERIOR STOREFRONT GLASS MULLION SHALL ATTACH THROUGH LAYER OF GYPSUM BOARD BETWEEN CONSTRUCTED BRICK COLUMN TO MAINTAIN FIRE RATING.5. WALL TYPE 2


MISC. TECHNICAL DRAWINGS IP5.01

GARAGE DOOR JAMBSCALE: 1 1/2” = 1’

2


WALL ASSEMBLY KEYNOTES:

04 20 00.B2 CAST STONE LINTEL04 20 00.B3 CAST STONE SILL06 11 00.A2 WOOD BLOCKING AS REQUIRED06 11 00.F1 2X6 STUD06 16 00.D6 1/2” PLYWOOD06 46 00.K2 11/16” X 5 1/2” WINDOW STOOL07 62 00.A2 ALUMINUM FLASING08 34 00.A1 SECTIONAL OVERHEAD DOOR08 34 00.A2 OVERHEAD DOOR ROLLING TRACK08 34 00.A3 OVERHEAD DOOR ROLLER08 34 00.A4 OVERHEAD DOOR WEATHERSTRIPING08 53 00.A1 FIXED FIBREGLASS WINDOW UNIT09 29 00.D1 5/8” GYPSUM WALLBOARD

SOUTH WALL SECTIONSCALE: 1” = 1’

1 CURTAIN WALL ELEVATIONSSCALE: 1/8” = 1’

4

2' 0"

0' 0"LEVEL 1

11' 4"

1

01 7' 0" 6' 0" GLAZING

02 7' 0" 6' 0" GLAZING

03 7' 0" 3' 0" STEEL

04 7' 0" 3' 0" BIRCH W/ GLAZING

05 7' 0" 3' 0" BIRCH HOLLOW


07 7' 0" 3' 0" CAFE

08 7' 0" 3' 0" CAFE

09 12’ 0” 7’ 0” SECTIONAL W/ GLAZING


MARK HEIGHT WIDTH MATERIAL

DOOR SCHEDULE:

2' 1 1/2" 6' 0" 2' 2"

2' 2 3/8"

2' 2 3/8"

7' 1 1/4"

2' 1 1/2" 6' 0" 3' 2 1/2" 1' 8"

2' 6 1/4" 2' 6 1/2" 2' 6 1/2" 2' 6 1/2"

7' 0"

2' 0"

2' 6"

0' 4"

0' 0 1/2"0' 1"

0' 0 1/2"

0' 0 5/8"0' 0 3/4" 0' 3 5/8"

0' 5 5/8"

0' 3"

2' 0" TO LEVEL 1 FLOOR

R 1' 2"

0' 4"

04 20 00.B3

08 34 00.A2

08 34 00.A3

06 16 00.D6

07 62 00.A2

0' 6"

0' 2"

06 11 00.A2

06 46 00.K2

08 34 00.A4

08 34 00.A1

08 53 00.A1

06 11 00.A2

09 29 00.D1

06 11 00.F1

07 62 00.A2

04 20 00.B2

08 34 00.A2

08 34 00.A3

08 34 00.A1

06 46 00.K2

08 34 00.A4

04 20 00.B3

IP5.02)MISC. TECHNICAL DRAWINGS

GARAGE DOOR JAMBSCALE: 1 1/2” = 1’

2


WALL ASSEMBLY KEYNOTES:

04 20 00.B2 CAST STONE LINTEL04 20 00.B3 CAST STONE SILL06 11 00.A2 WOOD BLOCKING AS REQUIRED06 11 00.F1 2X6 STUD06 16 00.D6 1/2” PLYWOOD06 46 00.K2 11/16” X 5 1/2” WINDOW STOOL07 62 00.A2 ALUMINUM FLASING08 34 00.A1 SECTIONAL OVERHEAD DOOR08 34 00.A2 OVERHEAD DOOR ROLLING TRACK08 34 00.A3 OVERHEAD DOOR ROLLER08 34 00.A4 OVERHEAD DOOR WEATHERSTRIPING08 53 00.A1 FIXED FIBREGLASS WINDOW UNIT09 29 00.D1 5/8” GYPSUM WALLBOARD

SOUTH WALL SECTIONSCALE: 1” = 1’

1 CURTAIN WALL ELEVATIONSSCALE: 1/8” = 1’

4

2' 0"

0' 0"LEVEL 1

11' 4"

1

01 7' 0" 6' 0" GLAZING

02 7' 0" 6' 0" GLAZING

03 7' 0" 3' 0" STEEL

04 7' 0" 3' 0" BIRCH W/ GLAZING



07 7' 0" 3' 0" CAFE

08 7' 0" 3' 0" CAFE



MARK HEIGHT WIDTH MATERIAL

DOOR SCHEDULE:

2' 1 1/2" 6' 0" 2' 2"

2' 2 3/8"

2' 2 3/8"

7' 1 1/4"

2' 1 1/2" 6' 0" 3' 2 1/2" 1' 8"

2' 6 1/4" 2' 6 1/2" 2' 6 1/2" 2' 6 1/2"

7' 0"

2' 0"

2' 6"

0' 4"

0' 0 1/2"0' 1"

0' 0 1/2"

0' 0 5/8"0' 0 3/4" 0' 3 5/8"

0' 5 5/8"

0' 3"

2' 0" TO LEVEL 1 FLOOR

R 1' 2"

0' 4"

04 20 00.B3

08 34 00.A2

08 34 00.A3

06 16 00.D6

07 62 00.A2

0' 6"

0' 2"

06 11 00.A2

06 46 00.K2

08 34 00.A4

08 34 00.A1

08 53 00.A1

06 11 00.A2

09 29 00.D1

06 11 00.F1

07 62 00.A2

04 20 00.B2

08 34 00.A2

08 34 00.A3

08 34 00.A1

06 46 00.K2

08 34 00.A4

04 20 00.B3


MISC. TECHNICAL DRAWINGS IP5.03

Condition A

Condition B

CONDITION A CONDITION B

INSERT NEW STUD WALL BETWEEN EXISTING BUILDING PIERS

MAKE 3/8” CUT ALONG MORTAR 6” INTO WALL ON EXTERIOR

SLIDE STEEL ANGLE INTO THE CUT ON EXTERIOR. REPEAT PROCESS ON INTEREIOR

REMOVE ENTIRE SOUTH WALL BETWEEN EXISTING BUILDING PIERS AFTER ANGLES HAVE BEEN INSTALLED FROM EACH SIDE

REINFORCE STEEL ANGLES BEFORE REMOVING CORNER PIER

BUILDING FACADE WITH REMOVED PIER

11' 4"




EXISTING BUILDING1

REMOVAL OF DOORS & WINDOWS2

REMOVAL OF BRICK WALLS3

READY FOR INSERTION OF NEW PROPOSAL4

IP6.00)PICTORIAL DEMOLITION SEQUENCE

Condition A

Condition B

CONDITION A CONDITION B

INSERT NEW STUD WALL BETWEEN EXISTING BUILDING PIERS




REINFORCE STEEL ANGLES BEFORE REMOVING CORNER PIER

BUILDING FACADE WITH REMOVED PIER

11' 4"




EXISTING BUILDING1

REMOVAL OF DOORS & WINDOWS2

REMOVAL OF BRICK WALLS3

READY FOR INSERTION OF NEW PROPOSAL4


PICTORIAL DEMOLITION SEQUENCE IP6.01

On Site: 2 Hours Max.

BUILD NEW MASONRY WALLS1

INSTALL NEW WINDOWS2

INSTALL OVERHEAD DOORS & ENTRY3

FABRICATE & ASSEMBLE SIGN4a

INSTALL SIGN MOUNTING HARDWARE4b

LIFT SIGN ASSEMBLY INTO PLACE5

FASTEN SIGN TO BUILDING6

IP6.02)PICTORIAL ASSEMBLY SEQUENCE

On Site: 2 Hours Max.

BUILD NEW MASONRY WALLS1

INSTALL NEW WINDOWS2

INSTALL OVERHEAD DOORS & ENTRY3

FABRICATE & ASSEMBLE SIGN4a

INSTALL SIGN MOUNTING HARDWARE4b

LIFT SIGN ASSEMBLY INTO PLACE5

FASTEN SIGN TO BUILDING6


PICTORIAL ASSEMBLY SEQUENCE IP6.03


CEILING ASSEMBLY GENERAL NOTES:

1. LETTER NOTATIONS OF CEILING RIBS IN IP7.00/ SHALL BE CONSISTENT THROUGHOUT CEILING ASSEMBLY DOCUMENTS2. EACH LETTER ABOVE LAP JOINTS IN CEILING RIB ELEVATIONS DENOTES THE OTHER CEILING RIB THAT FITS INTO EACH RESPECTIVE JOINT PERPENDICULARLY; THE NUMBER THAT SUCCEEDS IT DENOTES THE PARTICULAR PLYWOOD PIECE ON THE CORRESPONDING RIB. ASSUME THAT PLYWOOD PIECE NUMBERING SYSTEM ASCENDS FROM BUILDING SOUTH TO NORTH OR BUILDING WEST TO EAST, TYPICAL3. GAPS IN CEILING RIBS “G” AND “O” DENOTE THE LOCATION OF EXISTING BUILDING PIER4. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS5. ALL CUT SHEETS ARE TO MEET A 1/64” MINIMUM STANDARD OF PRECISION

CEILING ASSEMBLY NOTES:

1. EASTWEST CEILING RIB2. NORTHSOUTH CEILING RIB3. MOUNT EASTWEST RIBS ONTO NORTHSOUTH RIBS FROM ABOVE PRIOR TO INSTALLATION ON CEILING, TYPICAL4. FASTEN FRICTION FIT RIBS WITH STEEL BRACKETS, TYPICAL; RIBS SHALL BE FASTENED BY NO FEWER THAN TWO STEEL BRACKETS ON OPPOSING CORNERS AT EACH JOINT, TYPICAL5. FASTEN ADJACENT RIBS WITH STEEL PLATES, TYPICAL; FASTENER CENTER SHALL NOT BE LOCATED MORE THAN 3” FROM CEILING FACE6. FASTEN NORTHSOUTH RIBS TO CEILING AT 16” ON CENTER, TYPICAL; LOCATE EXISTING FLOOR JOISTS WITH STUD FINDER TO ENSURE STRUCTURAL SOUNDNESS. EASTWEST CEILING RIBS NEED NOT BE FASTENED TO CEILING

CEILING ASSEMBLY KEYNOTES:

10 20 00.A1 PLYWOOD CEILING RIB10 20 00.A2 STEEL CEILING RIB FASTENER, RIGHT ANGLE10 20 00.A3 STEEL CEILING RIB FASTENER, STRAIGHT ANGLE

FIRST FLOOR CEILING GRIDNOT TO SCALE

1

9IP7.01

8IP7.02

4IP7.00

3IP7.00

2IP7.00

1IP7.00

7IP7.02

6IP7.01

5IP7.01

4IP7.02

3IP7.02

12IP7.02

11IP7.02

10IP7.02

9IP7.02

11IP7.01

10IP7.01

8IP7.01

7IP7.01

2IP7.02

1IP7.02

6IP7.02

5IP7.02

AB

CD

EF

GH

IJ

KL

MN

OP

QR

ST

UV

W

CEILING RIB: PSCALE: 1/8” = 1’

11

CEILING RIB: QSCALE: 1/8” = 1’

10

CEILING RIB: RSCALE: 1/8” = 1’

8

CEILING RIB: SSCALE: 1/8” = 1’

7

CEILING RIB: ASCALE: 1/8” = 1’

9

CEILING RIB: DSCALE: 1/8” = 1’

3

CEILING RIB: ESCALE: 1/8” = 1’

2

CEILING RIB: FSCALE: 1/8” = 1’

1

CEILING RIB: HSCALE: 1/8” = 1’

6

CEILING RIB: ISCALE: 1/8” = 1’

5

CEILING RIB: CSCALE: 1/8” = 1’

4

R4 S4 T4 U4 V4 W4

O4N4M4L4 P3 Q3 R3 S3 T2 U2 V2 W2

O4N4M4L4 P2 Q2 R3 S3 T2 U2 V2 W2

O3N3M3L3 P2 Q2 R2 S2 T1 U1 V1 W1

O3N3M3L3

O2N2M2L2

O1N1M1L1

P1 Q1 R1 S1 T1 U1 V1 W1

IP7.00)CEILING ASSEMBLY DETAILS








FIRST FLOOR CEILING GRIDNOT TO SCALE

1

9IP7.01

8IP7.02

4IP7.00

3IP7.00

2IP7.00

1IP7.00

7IP7.02

6IP7.01

5IP7.01

4IP7.02

3IP7.02

12IP7.02

11IP7.02

10IP7.02

9IP7.02

11IP7.01

10IP7.01

8IP7.01

7IP7.01

2IP7.02

1IP7.02

6IP7.02

5IP7.02

AB

CD

EF

GH

IJ

KL

MN

OP

QR

ST

UV

W

CEILING RIB: PSCALE: 1/8” = 1’

11

CEILING RIB: QSCALE: 1/8” = 1’

10

CEILING RIB: RSCALE: 1/8” = 1’

8

CEILING RIB: SSCALE: 1/8” = 1’

7

CEILING RIB: ASCALE: 1/8” = 1’

9

CEILING RIB: DSCALE: 1/8” = 1’

3

CEILING RIB: ESCALE: 1/8” = 1’

2

CEILING RIB: FSCALE: 1/8” = 1’

1

CEILING RIB: HSCALE: 1/8” = 1’

6

CEILING RIB: ISCALE: 1/8” = 1’

5

CEILING RIB: CSCALE: 1/8” = 1’

4

R4 S4 T4 U4 V4 W4

O4N4M4L4 P3 Q3 R3 S3 T2 U2 V2 W2

O4N4M4L4 P2 Q2 R3 S3 T2 U2 V2 W2

O3N3M3L3 P2 Q2 R2 S2 T1 U1 V1 W1

O3N3M3L3

O2N2M2L2

O1N1M1L1

P1 Q1 R1 S1 T1 U1 V1 W1


CEILING ASSEMBLY DETAILS IP7.01








1.

2.

3.CEILING RIB: LSCALE: 1/8” = 1’

12

CEILING RIB: MSCALE: 1/8” = 1’

11

CEILING RIB: NSCALE: 1/8” = 1’

10

CEILING RIB: OSCALE: 1/8” = 1’

9

CEILING RIB: TSCALE: 1/8” = 1’

2

CEILING RIB: USCALE: 1/8” = 1’

1

CEILING RIB: VSCALE: 1/8” = 1’

6

CEILING RIB: WSCALE: 1/8” = 1’

5

CEILING RIB: GSCALE: 1/8” = 1’

7

CEILING RIB: JSCALE: 1/8” = 1’

4

CEILING RIB: KSCALE: 1/8” = 1’

3

CEILING RIB: BSCALE: 1/8” = 1’

8

O5 P3 Q3 R4 S4 T3 U3 V3 W3

O1N1M1L1

N2M2L2 P1 Q1 R1 S1

1

2

4

5

6

3

IP7.02)CEILING ASSEMBLY DETAILS








1.

2.

3.CEILING RIB: LSCALE: 1/8” = 1’

12

CEILING RIB: MSCALE: 1/8” = 1’

11

CEILING RIB: NSCALE: 1/8” = 1’

10

CEILING RIB: OSCALE: 1/8” = 1’

9

CEILING RIB: TSCALE: 1/8” = 1’

2

CEILING RIB: USCALE: 1/8” = 1’

1

CEILING RIB: VSCALE: 1/8” = 1’

6

CEILING RIB: WSCALE: 1/8” = 1’

5

CEILING RIB: GSCALE: 1/8” = 1’

7

CEILING RIB: JSCALE: 1/8” = 1’

4

CEILING RIB: KSCALE: 1/8” = 1’

3

CEILING RIB: BSCALE: 1/8” = 1’

8

O5 P3 Q3 R4 S4 T3 U3 V3 W3

O1N1M1L1

N2M2L2 P1 Q1 R1 S1

1

2

4

5

6

3


CEILING ASSEMBLY DETAILS IP7.03

CEILING RIB SHOP DRAWINGSSCALE: 1/8” = 1’

1








V2

L3

W4

U1

P2 Q2

W3

R2 T1 U2

S3S1

U3

V1 V4 W2

V3

W1O5

T4

T2

R3

R1

Q3

O4O3

N3

U2P1

L4K2

K1

I2

J1

I1

G4

I3 L2

J3

D2

O1

Q1

P3 R4 T3 S4 S2N1

O2

L1

M1 M4 N4

J2

H2

A3

B4

B3

C5

B4

E2

D4E3

F4E7E4W3D5D1

E1

C3

A4C2B2A2G1

D6 C6

F2

B1

F7F3G3

H1G2

F5F1E5

D7

D3C4

C1B1A1

E6

H3

G5

M2 F6

N2

IP7.04)CEILING ASSEMBLY SHOP DRAWINGS

CEILING RIB SHOP DRAWINGSSCALE: 1/8” = 1’

1








V2

L3

W4

U1

P2 Q2

W3

R2 T1 U2

S3S1

U3

V1 V4 W2

V3

W1O5

T4

T2

R3

R1

Q3

O4O3

N3

U2P1

L4K2

K1

I2

J1

I1

G4

I3 L2

J3

D2

O1

Q1

P3 R4 T3 S4 S2N1

O2

L1

M1 M4 N4

J2

H2

A3

B4

B3

C5

B4

E2

D4E3

F4E7E4W3D5D1

E1

C3

A4C2B2A2G1

D6 C6

F2

B1

F7F3G3

H1G2

F5F1E5

D7

D3C4

C1B1A1

E6

H3

G5

M2 F6

N2


CEILING ASSEMBLY SHOP DRAWINGS IP7.05

GROOVE SIGN AXONOMETRIC VIEWNOT TO SCALE

3

GROOVE SIGN FINSSCALE: 1/8” = 1’

2

GROOVE SIGN FRONT ELEVATIONSCALE: 1/8” = 1’

1

SIGN CONNECTION AXON DETAILNOT TO SCALE

4

4IP7.07

2,3IP7.089

13' 3 3/4"

12' 6 5/8"


x152

x3

x3

1

2

4

6

8

1

STEEL CABLE SYSTEMOPEN SOCKET

“U” BRACKET

STEEL CABLE SYSTEMBRIDGE SOCKET

7

ASSEMBLY NOTES:

1. BOLT AND WELD ALL U BRACKETS TO STEEL ANGLE RAILS2. BOLT OPEN SOCKET TO UPPER STEEL RAIL3. BOLT AND WELD ALL SIGN RIBS TO U BRACKETS ON BOTH UPPER AND LOWER RAILS4. FASTEN ANCHOR PLATES TO EXISTING MASONRY WALL WITH NO FEWER THAN SIX BOLTS5. FASTEN COMPRESSION SUPPORT RODS TO MASONRY WALL6. ANCHOR WIRE ROPE IN BRIDGE SOCKETS; MOUNT SOCKETS ON PULLEYS IN WALL ANCHOR7. BOLT PULLEYS IN PLACE ON WALL ANCHOR8. ATTACH WIRE ROPE TO OPEN SOCKETS ON UPPER SIGNRAIL9. WELD COMPRESSION SUPPORT RODS TO LOWER SIGN RAIL10. MOUNTING HEIGHT OF U BRACKETS ON LETTER PIECES WILL VARY; EACH LETTER MUST BE ATTACHED TO NO FEWER THAN TWO RIBS WITH NO FEWER THAN 12 BOLTS. CONTRACTOR SHALL DETERMINE MOUNTING HEIGHT OF U BRACKETS ON SITE SUCH THAT NO BRACKET IS VISIBLE IN FRONT ELEVATION OF SIGN, TYPICAL11. PLACE LETTER PIECES AT CORRECT ELEVATION12. MOUNT U BRACKETS TO SIGN FINS ACCORDING TO ASSEMBLY NOTE 1013. DRILL HOLES IN LETTER PIECES ACCORDING TO PLACEMENT OF U BRACKETS14. APPLY NUTS AND BOLTS TO LETTER PIECES


1. ALL CONSTRUCTION TOLERANCES ARE TO MEET A STANDARD OF 1/8” OR LESS WITH THE EXCEPTION OF CUT SHEETS2. ALL CUT SHEETS ARE TO MEET A 1/64” MINIMUM STANDARD OF PRECISION3. ARCHITECT SHALL BE RESPONSIBLE FOR COORDINATING CORRESPONDENCE WITH FABRICATOR. ARCHITECT SHALL BE RESPONSIBLE FOR THE SHIPMENT OF PLYWOOD FINS TO THE SITE4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATTERS PERTAINING TO THE GROOVE SIGN ONCE ALL OF THE MATERIAL HAS BEEN DELIVERED TO THE CONSTRUCTION SITE

ASSEMBLY KEYNOTES:

04 05 19.S13 1/2” DIAMETER X 9” WELDON ROD W/ 11” ANCHOR05 05 23.I1 1/2” STEEL PLATE05 12 00.A31 6X6X0.5” STEEL L SECTION05 43 00.A1 1” WIRE ROPE05 43 00.A2 STEEL CABLE SYSTEM BRIDGE SOCKET05 43 00.A3 STEEL CABLE SYSTEM OPEN SOCKET05 43 00.A4 STEEL WALLMOUNTED ANCHOR BRACKET W/ PULLEY10 14 00.A2 1/2” PLYWOOD SIGNAGE10 14 00.A3 STEEL U FASTENER FOR PLYWOOD SIGNAGE

00x9

AAx6

BAx9

BBx3

CBx16

CCx2

DBx2

DCx15

ECx5

EDx6

FDx2

FEx1

A0

0

B

C

D

EF

E

D

C

BA

A0

0

B

C

D

EF

E

D

C

BA

EDFE

ED

DC

DCED

CBDC

CBCB

BA

AABA

AA

DCDC

DCDCDC

CBCB

CB

BB

AA

0000

EC

ECFD FD

CB

CB

BA

AAAA

00 00 0000 00 00 00

DB

DBEC

ECEDEC

ED

DC

CB

BB

BA

BA

BABABA

AA

CB

CB

CB

CBCB

CB

CB

DC

DC

DC

DCDC

DC

ED

BA

CCCC

BB

IP7.06)SIGN ASSEMBLY DETAILS

GROOVE SIGN AXONOMETRIC VIEWNOT TO SCALE

3

GROOVE SIGN FINSSCALE: 1/8” = 1’

2

GROOVE SIGN FRONT ELEVATIONSCALE: 1/8” = 1’

1

SIGN CONNECTION AXON DETAILNOT TO SCALE

4

4IP7.07

2,3IP7.089

13' 3 3/4"

12' 6 5/8"


x152

x3

x3

1

2

4

6

8

1

STEEL CABLE SYSTEMOPEN SOCKET

“U” BRACKET

STEEL CABLE SYSTEMBRIDGE SOCKET

7

ASSEMBLY NOTES:




ASSEMBLY KEYNOTES:


00x9

AAx6

BAx9

BBx3

CBx16

CCx2

DBx2

DCx15

ECx5

EDx6

FDx2

FEx1

A0

0

B

C

D

EF

E

D

C

BA

A0

0

B

C

D

EF

E

D

C

BA

EDFE

ED

DC

DCED

CBDC

CBCB

BA

AABA

AA

DCDC

DCDCDC

CBCB

CB

BB

AA

0000

EC

ECFD FD

CB

CB

BA

AAAA

00 00 0000 00 00 00

DB

DBEC

ECEDEC

ED

DC

CB

BB

BA

BA

BABABA

AA

CB

CB

CB

CBCB

CB

CB

DC

DC

DC

DCDC

DC

ED

BA

CCCC

BB


SIGN ASSEMBLY DETAILS IP7.07

LETTER ATTACHMENT ELEVATION DETAILSCALE: 3/4” = 1’

2 LETTER ATTACHMENT AXON DETAILNOT TO SCALE

3RIB ATTACHMENT SECTIONSCALE: 3/4” = 1’

1

15' 6"


11

12

13

14

10

ASSEMBLY NOTES:




ASSEMBLY KEYNOTES:


13' 3 3/4"

15' 0 1/8"

5

9

0' 21/2"

0’ 9”

0' 2 1/4"

0' 6"

0' 1" TYP. UNO.

05 43 00.A4

05 43 00.A2

05 43 00.A1

05 43 00.A3

05 05 23.I1

05 12 00.A31

04 05 19.S13

10 14 00.A3

10 14 00.A2

IP7.08)SIGN ASSEMBLY DETAILS

LETTER ATTACHMENT ELEVATION DETAILSCALE: 3/4” = 1’

2 LETTER ATTACHMENT AXON DETAILNOT TO SCALE

3RIB ATTACHMENT SECTIONSCALE: 3/4” = 1’

1

15' 6"


11

12

13

14

10

ASSEMBLY NOTES:




ASSEMBLY KEYNOTES:


13' 3 3/4"

15' 0 1/8"

5

9

0' 21/2"

0’ 9”

0' 2 1/4"

0' 6"

0' 1" TYP. UNO.

05 43 00.A4

05 43 00.A2

05 43 00.A1

05 43 00.A3

05 05 23.I1

05 12 00.A31

04 05 19.S13

10 14 00.A3

10 14 00.A2


SIGN ASSEMBLY DETAILS IP7.09

SIGN RIB SHOP DRAWINGSSCALE: 1/8” = 1’

1


SIGN ASSEMBLY NOTES:


SIGN ASSEMBLY GENERAL NOTES:


SIGN ASSEMBLY KEYNOTES:


C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

A A

A A

A A

A A

A A

B B

B B

B

C C

C C

C C

C C

B

B

C C

B

B

C

B

B

B

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

E E

A A

E E

A A

E E

A A

E E

A A

E E

A A

E E

B

F F

A

F

IP7.10)SIGN ASSEMBLY SHOP DRAWINGS

SIGN RIB SHOP DRAWINGSSCALE: 1/8” = 1’

1


SIGN ASSEMBLY NOTES:


SIGN ASSEMBLY GENERAL NOTES:


SIGN ASSEMBLY KEYNOTES:


C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

A A

A A

A A

A A

A A

B B

B B

B

C C

C C

C C

C C

B

B

C C

B

B

C

B

B

B

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

B

B

D D

E E

A A

E E

A A

E E

A A

E E

A A

E E

A A

E E

B

F F

A

F


SIGN ASSEMBLY SHOP DRAWINGS IP7.11

IP8.00)EXTERIOR PERSPECTIVE: SW CORNER


EXTERIOR PERSPECTIVE: SW CORNER IP8.01

IP8.02)EXTERIOR PERSPECTIVE: SE CORNER


EXTERIOR PERSPECTIVE: SE CORNER IP8.03

IP8.04)INTERIOR PERSPECTIVE: KITCHEN


INTERIOR PERSPECTIVE: KITCHEN IP8.05

IP8.06)INTERIOR PERSPECTIVE: COUNTER VIEW


INTERIOR PERSPECTIVE: COUNTER VIEW IP8.07

IP8.08)INTERIOR PERSPECTIVE: STAGE


INTERIOR PERSPECTIVE: STAGE IP8.09

IP8.10)INTERIOR PERSPECTIVE: STOREFRONT


INTERIOR PERSPECTIVE: STOREFRONT IP8.11

The following clauses are taken from the International Building Code 2009 Edition. These are not general stipulations, rather code requirements which apply more 8!"$/1$'22,)&*)&.")%";)3"8/(%)5"/%()/7!2"7"%&"3)+*#)&.")0#**6")<'+"9)

Occupancy2-)-,+8/&",%') +4)-%5,+94)][])9G) ,1%)\[[c)34,%#4",+94"&)g/+&'+40)<9'%()"4').;)6+#,/%)9G),1%)'%$4+,+94)"--+04%'),9)5",%09#+%-)+4)-%5,+94)][])j2--%7.&;)!#9/8)2k(),1%)955/8"45;)+-)2l\X)3,)+-)'%5&"#%')2l\).%5"/-%)")89#,+94)9G) ,1%) ./+&'+40() 4"7%&;),1%) $#-,) W99#) #%496",+94-)G9#) ,1%) !#996%) <"GV() F+&&).%)/-%')G9#),1%)0",1%#+40)9G) 8%#-94-) G9#) 8/#89-%-)-/51) "-) #%5#%",+94) "4')G99')9#)'#+4E)594-/78,+94X

Special Detail Requirements Based on Use and Occupancy2-)-,+8/&",%')+4)-%5,+94)^Z[X\)9G),1%)\[[c)34,%#4",+94"&)g/+&'+40)<9'%()")8&",G9#7)+-)'%$4%')"-)")#"+-%')"#%")F+,1+4) ") ./+&'+40) F1%#%+4) ,1%#%) "#%) 49) 96%#1%"')1"40+40)5/#,"+4-()'#98-()-5%4%#;)9#)-,"0%)%GG%5,-)9,1%#),1"4)&+01,+40)"4')-9/4'X

2-)-,+8/&",%')+4)-%5,+94)^Z[X^()*&",G9#7)<94-,#/5,+94()9G) ,1%) \[[c) 34,%#4",+94"&) g/+&'+40) <9'%() 8%#7"4%4,)8&",G9#7-) "#%) 8%#7+,,%') ,9) .%) 594-,#/5,%') 9G) $#%l#%,"#'"4,l,#%",%')F99')G9#)@;8%)3()33()"4')3Y)594-,#/5,+94X)@1%)8&",G9#7-)7/-,)49,).%)79#%),1"4)][)+451%-)".96%),1%)7"+4)W99#()7/-,)49,).%)79#%),1"4)94%l,1+#')9G),1%)#997)W99#)"#%")"4')49,)79#%),1"4)]([[[)-O/"#%)G%%,)+4)"#%"X)

3G) ,1%)-8"5%).%4%",1) ,1%)8%#7"4%4,)8&",G9#7) +-)/-%')94&;)G9#)%O/+87%4,()F+#+40)9#)8&/7.+40(),1%)/4'%#-+'%)9G),1%)8%#7"4%4,)8&",G9#7)4%%')49,).%)$#%l8#9,%5,%'X)@1%)!#996%)<"GV)F+&&)1"6%)")8&",G9#7)G9#)7/-+5"&)"4')9,1%#) 8%#G9#7"45%-() 49,)79#%) ,1"4) Zb) +451%-) ".96%),1%)7"+4)W99#)"4')49)79#%),1"4)\[[)-O/"#%)G%%,X)

2-) -,+8/&",%') +4) -%5,+94) ^Z[X_() C#%--+40) "4')288/#,%4"4,) ?997-() 9G) ,1%) \[[c) 34,%#4",+94"&)

g/+&'+40) <9'%() -%5,+94)^Z[X_X\) -,",%-) '#%--+40)#997-() -,9#%#997-)"4') 5978"#,7%4,-)"88/#,%4"4,),9),1%)-,"0%)-1"&&) .%) -%8"#",%') G#97)%"51)9,1%#).;)$#%)."##+%#-)

F+,1)49,) &%--) ,1"4)")Zl19/#)$#%l#%-+-,"45%)#",+40)F+,1)"88#96%')98%4+40)8#9,%5,+94-X)@1%)!#996%)<"GV)7";)+45&/'%) -8"5%-) G9#) '#%--+40) #997-) "4') -,9#%#997-)"88/#,%4"4,),9),1%)8&",G9#7()"4')F+&&)8#96+'%)")Zl19/#)$#%)#%-+-,"45%)#",+40)G9#),1%-%)-8"5%-X)

General Building Heights and Areas2-)-,+8/&",%')+4)-%5,+94)_[ZX\)9G),1%)\[[c)34,%#4",+94"&)g/+&'+40)<9'%()./+&'+40-)-1"&&)1"6%)"88#96%')"''#%--)4/7.%#-X) g/+&'+40) 4/7.%#-) 9#) "88#96%') ./+&'+40)+'%4,+$5",+94)7/-,).%)8&"5%')+4)")89-+,+94),1",)+-)8&"+4&;)&%0+.&%) "4') 6+-+.&%) G#97) ,1%) -,#%%,) 9#) #9"') G#94,+40),1%) 8#98%#,;X) @1%-%) 4/7.%#-) -1"&&) 594,#"-,) F+,1),1%+#) ."5E0#9/4'X) 2''#%--) 4/7.%#-) -1"&&) .%) 2#".+5)4/7%#"&-)9#)"&81".%,+5"&) &%,,%#-X)J/7.%#-) -1"&&) .%)")7+4+7/7)9G)^)+451%-)1+01)F+,1)")7+4+7/7)-,#9E%)F+',1)9G)[X_)+451X)_^]Z)*%44)26%4/%)'9%-)49,)1"6%)"''#%--)4/7.%#-)5/##%4,&;)"4'),1%-%)F+&&).%)"''%'),9),1%)4%F)'%-+04X

2-) -,+8/&",%') +4)-%5,+94) _[bXZ)9G) ,1%) \[[c)34,%#4",+94"&)g/+&'+40)<9'%()F1%#%)")./+&'+40)9#)89#,+94),1%#%9G) 594,"+4-) ,F9) 9#) 79#%) 955/8"45+%-) 9#) /-%-(),1%) ./+&'+40) 9#) 89#,+94) ,1%#%9G) -1"&&) 5978&;) F+,1) ,1%)"88&+5".&%)8#96+-+94-)9G),1+-)-%5,+94X

34)'%,%#7+4+40),1%)./+&'+40)594-,#/5,+94),;8%()F1+51)F+&&).%)4%%'%')&",%#)+4),1+-)-%5,+94)9G),1%)59'%),9)'%,%#7+4%)#%O/+#%') -%8"#",+94) 9G) 955/8"45+%-() ,1%) F%.-+,%)1,,8KNNFFFX-8%5-"4'59'%-X597N2#,+5&%-N) F"-) /-%') ,9)'%$4%)./+&'+40)594-,#/5,+94),;8%-X)@1%)G9&&9F+40)+-),1%)'%$4+,+94)0+6%4)G9#)@;8%)33)594-,#/5,+94K<94-,#/5,+94)@;8%-)332)"4')33g)"#%)494597./-,+.&%()./,)1"6%)&+,,&%),9)49)$#%l#%-+-,"45%X)C%,%#7+4",+94)9G)F1%,1%#)9#)49,)")7",%#+"&) +-)494597./-,+.&%) +-) ,1%)-"7%)"-),1",)G9#)@;8%)3)594-,#/5,+94X)@;8%)332)1"-)")7+4+7/7)9G)Zl19/#)$#%)#%-+-,"45%),1#9/019/,X)@;8%)33g()"&,19/01)494597./-,+.&%()1"-)49)#%O/+#%7%4,-)G9#)$#%l#%-+-,"45%()/4&%--)#%O/+#%').;)9,1%#)-%5,+94-)9G),1%)59'%X

2-)-,+8/&",%')+4)-%5,+94)_[bX])9G),1%)\[[c)34,%#4",+94"&)g/+&'+40) <9'%() %"51) 89#,+94) 9G) ") ./+&'+40) -1"&&) .%)+4'+6+'/"&&;) 5&"--+$%') +4) "559#'"45%) F+,1) D%5,+94)][\XZ()F1+51)'+-5/--%-)955/8"45;X)d1%#%)")./+&'+40)

1-hour fire resistance rating

MAX 30”

5431MIN 4” HIGH

MIN .5” STROKE

RESIDENTIALCOMMERCIAL2 HOUR FIRE SEPARATION

CA1.00 CODE ANALYSIS

594,"+4-)79#%),1"4)94%)955/8"45;)0#9/8(),1%)./+&'+40)9#)89#,+94),1%#%9G)-1"&&)5978&;)F+,1)D%5,+94-)_[bX]XZ()_[bX]X\()_[bX]X])9#)")597.+4",+94)9G),1%-%)-%5,+94-X

2-)-,+8/&",%')+4),".&%)_[bX]X])9G),1%)\[[c)34,%#4",+94"&)g/+&'+40) <9'%() ./+&'+40-() 9#) 89#,+94) 9G) ") ./+&'+40() 9G)955/8"45;) ,;8%) 2) "'R"5%4,) ,9) ") ./+&'+40) 9#) 89#,+94)9G) ") ./+&'+40() 9G) 955/8"45;) ,;8%)?) T#%-+'%4,+"&U()F+,1)49) -8#+4E&%#) -;-,%7() #%O/+#%-) \l19/#) $#%) -%8"#",+94X)D%5,+94) _[bX]X]X%) -,",%-) ,1",) 5977%#5+"&) E+,51%4-)4%%') 49,) .%) -%8"#",%') G#97) ,1%) #%-,"/#"4,) -%",+40)"#%"-),1",),1%;)-%#6%X)@1%)8&"4-)G9#),1%)!#996%)<"GV)

5"&&) G9#) "4) 98%4) E+,51%4)'%-+04) +4) 9#'%#) ,9) "&&9F) ,1%)8#90#"7) 8"#,+5+8"4,-) ,9) /-%),1%) E+,51%4) "-) 8"#,) 9G) ,1%)5"GV)8#90#"77+40X

Types of Construction2-) -,+8/&",%') +4) ,".&%) `[Z()f+#%l?%-+-,"45%) ?",+40)?%O/+#%7%4,-) G9#) g/+&'+40):&%7%4,-() 9G) ,1%) \[[c)

34,%#4",+94"&) g/+&'+40) <9'%() ") \l19/#) $#%) #",+40) +-)#%O/+#%') G9#) %I,%#+9#) .%"#+40) F"&&-) "4') Zl19/#) $#%)#",+40-)G9#) ,1%)-,#/5,/#"&) G#"7%() +4,%#+9#).%"#+40)F"&&-()"4')W99#)594-,#/5,+94X)

Fire-Resistant Rated Construction2-)-,+8/&",%')+4)-%5,+94)a[^XZ\)9G),1%)\[[c)34,%#4",+94"&)g/+&'+40)<9'%()F+4'9F-)+4)%I,%#+9#)F"&&-)"#%)#%O/+#%'),9)1"6%)8#9,%5,%')98%4+40-) +4)"559#'"45%)F+,1)9,1%#)-%5,+94-)9G),1+-)59'%)9#)F1%4)'%,%#7+4%'),9).%)8#9,%5,%')+4) "559#'"45%) F+,1) D%5,+94) a[^X]) 9#) a[^Xb) -1"&&)5978&;) F+,1) D%5,+94) aZ_X_X) L,1%#) 98%4+40-) #%O/+#%'),9).%)8#9,%5,%')F+,1)$#%)'99#)9#)-1/,,%#)"--%7.&+%-)+4)

"559#'"45%) F+,1) 9,1%#)-%5,+94-) 9G) ,1+-) 59'%)9#) '%,%#7+4%') ,9) .%)8#9,%5,%') +4) "559#'"45%)F+,1) D%5,+94) a[^X]) 9#)a[^Xb) -1"&&) 5978&;) F+,1)D%5,+94)aZ_X^X

Interior Finishes2-) -,+8/&",%') +4) -%5,+94) b[]X\) 9G) ,1%) 34,%#4",+94"&)g/+&'+40) <9'%() +4,%#+9#) F"&&) 9#) 5%+&+40) $4+-1%-() 9,1%#),1"4),%I,+&%-()-1"&&).%),%-,%')+4)"559#'"45%)F+,1)J",+94"&)

f+#%)*#9,%5,+94)2--95+",+94)TJf*2U)\b`X)f+4+-1%-),%-,%')+4)"559#'"45%)F+,1) Jf*2) \b`) -1"&&) 5978&;) F+,1)D%5,+94)b[]X\XZX

2-) -,+8/&",%') +4) -%5,+94) b[]X]) 9G) ,1%) 34,%#4",+94"&)g/+&'+40)<9'%()+4,%#+9#)$4+-1)7",%#+"&-)#%0/&",%').;),1+-)51"8,%#)-1"&&).%)"88&+%')9#)9,1%#F+-%)G"-,%4%')+4)-/51)")7"44%#),1",)-/51)7",%#+"&-)F+&&)49,)#%"'+&;).%597%)'%,"51%') F1%#%) -/.R%5,%') ,9) #997) ,%78%#",/#%-) 9G)\[[wf) Tc]w<U) G9#) 49,) &%--) ,1"4)][)7+4/,%-X)f9#) 494l-8#+4E&%#%')"--%7.&;),;8%)$)7",%#+"&-)7/-,).%)<&"--)2)G9#)%I+,)%45&9-/#%-)"4')<&"--)g)G9#)#997-N%45&9-%')-8"5%-X)@1%)G9&&9F+40)-,+8/&",+94-)"&-9)"88&;K'U)P9..;)"#%"-)+4)!#9/8)2lZ()2l$"4')2l])955/8"45+%-)-1"&&)49,).%)&%--),1"4)<&"--)g)7",%#+"&-X)%U)<&"--)<)+4,%#+9#)$4+-1)7",%#+"&-)-1"&&).%)8%#7+,,%')+4)8&"5%-)9G)"--%7.&;)F+,1)"4)955/8"4,)&9"')9G)][[)8%#-94-)9#)&%--X

Egress Width 2-)-,+8/&",%')+4),".&%)Z[[^XZXZ)9G),1%)\[[c)34,%#4",+94"&)g/+&'+40)<9'%()./+&'+40-)F+,1)"4)"--%7.&;)-8"5%)F+,19/,)$I%') -%",-() F1+51) "#%) 49,) 5945%4,#",%') T796%".&%),".&%-)"4')51"+#-U()+-)Z_)4%,)8%98&%X)@1%)!#996%)<"GV)1"-) ") W99#) "#%") 9G)"88#9I+7",%&;) ][[[)-O/"#%) G99,) '+6+'%').;) Z_) 4%,) 8%98&%)"&&9F-) G9#) ") \[[)8%#-94) 955/8"4,)&9"'X

2-)-,+8/&",%')+4),".&%)Z[Z_XZ)9G),1%)\[[c)34,%#4",+94"&)g/+&'+40)<9'%) "4) "--%7.&;) -8"5%)F+,1) "4) 955/8"4,)&9"') 9G) 79#%) ,1"4) ^c) 8%98&%() 7/-,) 1"6%)79#%) ,1"4)94%)7%"4-)9G)%0#%--X)@1%)!#996%)<"GV)"&#%"';)1"-),F9) 7%"4-) 9G) %0#%--() F1+51) -19/&') .%) 7"+4,"+4%'),1#9/019/,),1%)#%496",+94-X)

2-) -,+8/&",%') +4) -%5,+94) Z[Z`XZ() @#"6%&) C+-,"45%)P+7+,",+94-() 9G) ,1%) \[[c) 34,%#4",+94"&) g/+&'+40) <9'%()%I+,-)-1"&&).%)-9)&95",%')94)%"51)-,9#;)-/51),1",),1%)

exterior bearing walls

structural frame

inte

rior b

earin

g wa

llsfloor construction

2 HR FIRE RATING

0 HR FIRE

RATING

fire protection

one square foot

per

MAX 200’


CODE ANALYSIS CA1.01

7"I+7/7)&%40,1)9G)%I+,)"55%--),#"6%&()7%"-/#%')G#97),1%)79-,) #%79,%)89+4,)F+,1+4) ") -,9#;) ,9) ,1%)%4,#"45%),9)"4)%I+,)"&940),1%)4",/#"&)"4')/49.-,#/5,%')8",1)9G)%0#%--) ,#"6%&X)d+,19/,) ") -8#+4E&%#) -;-,%7() 7"I+7/7)%I+,)"55%--),#"6%&)'+-,"45%)+-)\[[)G,)G9#)j2k)5&"--+$5",+94X

Exhaust Systems2-) -,+8/&",%') +4) -%5,+94) b[\XZXZ) 9G) ,1%) 34,%#4",+94"&)g/+&'+40)<9'%()F1%4)")W99#)+-)-%#6%').;)")#%l5+#5/&",+40)"+#) 9#) %I1"/-,) -;-,%7) F+,1) ") 5"8"5+,;) 0#%",%#) ,1"4)Z_([[[) 5/.+5) G%%,) 8%#) 7+4/,%() ,1",) -;-,%7) -1"&&) .%)%O/+88%') F+,1) "88#96%') -79E%) "4') 1%",) '%,%5,+94)'%6+5%-) +4-,"&&%') +4)"559#'"45%)F+,1) ,1%) 34,%#4",+94"&)M%51"4+5"&)<9'%)T3M<UX:I5%8,+94K) g/+&'+40-) +4) F1+51) ,1%) #%594$0/#",+94)9G) -8"5%) "GG%5,+40) %I+,-) 9#) -1"#%') %0#%--) "55%--)+-) %I5&/-+6%&;) ,1%) #%-/&,) 9G) 5978&+"45%) F+,1) ,1%)"55%--+.+&+,;)#%O/+#%7%4,-)9G)D%5,+94) [_X\)-1"&&)49,).%)#%O/+#%'),9)5978&;)F+,1),1+-)51"8,%#)T-%%)4%I,)-%5,+94UX

Accessibility)2-)-,+8/&",%')+4)-%5,+94)ZZ[_XZ)9G),1%)\[[c)34,%#4",+94"&)g/+&'+40) <9'%() 34) "''+,+94) ,9) "55%--+.&%) %4,#"45%-)#%O/+#%') .;) D%5,+94-) ZZ[_XZXZ) ,1#9/01) ZZ[_XZX`()",) &%"-,) `[) 8%#5%4,) 9G) "&&) 8/.&+5) %4,#"45%-) 7/-,) .%)"55%--+.&%X):I5%8,+94-K)ZX) ) ) 24) "55%--+.&%) %4,#"45%) +-) 49,)#%O/+#%') ,9) "#%"-) 49,) #%O/+#%') ,9) .%)"55%--+.&%X\X)))P9"'+40)"4')-%#6+5%)%4,#"45%-),1",)"#%)49,) ,1%)94&;)%4,#"45%) ,9)") ,%4"4,)-8"5%X

Structure2-) -,+8/&",%') +4) -%5,+94) Z`[aXZ() 9G) ,1%) 34,%#4",+94"&)g/+&'+40) <9'%() M+4+7/7) H4+G9#7&;) C+-,#+./,%') P+6%)P9"'-) 24') M+4+7/7) <945%4,#",%') P+6%) P9"'-() 9G),1%) 34,%#4",+94"&) g/+&'+40) <9'%() G9#) ") '+4+40) #997N#%-,"/#"4,() ,1%) #%O/+#%') #%-+-,"45%) +-) G9#) ") /4+G9#7&;)'+-,#+./,%')Z[[)89/4'-)8%#)-O/"#%)G99,X

2-) -,+8/&",%') +4) -%5,+94) Z`[c) 9G) ,1%) 34,%#4",+94"&)g/+&'+40) <9'%() %I,%#+9#) F"&&-) "4') F+4'9F-) 7/-,) .%)".&%),9)#%-+-,)")F+4')&9"')9G)")]l-%594')c[)781)F+4')0/-,X

Combustible Materials2-) -,+8/&",%') +4) -%5,+94) >Z[aXZ) 9G) ,1%) 34,%#4",+94"&)g/+&'+40) <9'%() F99'() "88#96%') 8&"-,+5) 9#) 8&"-,+5)6%4%%#)8"4%&-)"-)8#96+'%')G9#)+4)<1"8,%#)\`()9#)9,1%#)7",%#+"&-) 9G) 597./-,+.&%) 51"#"5,%#+-,+5-) -+7+&"#) ,9)

F99'() /-%') G9#) 79&'+40-() 5"88+40-() 4"+&+40) .&95E-()&%,,%#-)"4')&",,+5+40()-1"&&)5978&;)F+,1)D%5,+94)>Z[cXZ()"4') -1"&&) 49,) .%) /-%') G9#) 9,1%#) 9#4"7%4,"&) G%",/#%-)9G)-+04-()/4&%--)"88#96%'X)@1%)9#+0+4"&)'%-+04)G9#),1%)-+04) G9#) ,1%)!#996%)<"GV)F"-)09+40) ,9).%)7"'%)9/,)9G)F99'X) 34) #%%6"&/",+40) ,1+-()F%)1"6%)'%,%#7+4%') ,9)7"E%),1%)-+04)9/,)9G)-,%%&)-1%%,-X

Wall Signs2-) -,+8/&",%') +4) -%5,+94) >ZZZXZ) 9G) ,1%) 34,%#4",+94"&)g/+&'+40)<9'%() -+04-)F1+51) 1"6%) "4) "#%") %I5%%'+40)^[)-O/"#%)G%%,)-1"&&).%)594-,#/5,%')9G)7%,"&)9#)9,1%#)"88#96%')494597./-,+.&%)7",%#+"&()%I5%8,) G9#)4"+&+40)#"+&-) "4') "-) 8#96+'%') G9#) +4) D%5,+94-) >Z[`XZXZ) "4')>Z[aXZX)@1%)8&"44%')-+04)G9#),1%)5"G%)+-)"88#9I+7",%&;)Z\_)-O/"#%)G%%,)T-%%)+7"0%).%&9FUX

FDA Food CodeManagement and Personnel2-)-,+8/&",%')+4)\lZ[ZXZZ)9G),1%)\[[c)fC2)f99')<9'%),1%)9F4%#)9G),1%)%-,".&+-17%4,)F+&&)7"E%)-/#%),9)1"6%)")8%#-94)+4)51"#0%),1",)+-)8#%-%4,)'/#+40)"&&)19/#-)9G)98%#",+94X)2-)8#96+'%')+4)-%5,+94)\lZ[\XZZ),1%)8%#-94)+4)51"#0%)7/-,)1"6%)-8%5+$5)E49F&%'0%)9G)#+-E-)+469&6%')F+,1)G99')98%#",+94)-/51)"-)G99'.9#4%)'+-%"-%)8#%6%4,+94()1"B"#')"4"&;-+-)"4')5#+,+5"&)594,#9&)89+4,)8#+45+8&%X)2&&)9,1%#)%78&9;%%-)"#%),9)#%89#,),9),1%)8%#-94)+4)51"#0%X)34)"559#'"45%),9)-%5,+94)\l\[ZXZ\),1%)8%#-94)+4)51"#0%)F+&&)1"6%),1%)89F%#),9)#%-,#+5,)%78&9;%%-)G#97),1%)%-,".&+-17%4,)."-%')94)5#+,%#+")-8%5+$%')+4)-%5,+94)\l][ZX)@1%)8%#-94)+4)51"#0%)F+&&)49,%)"4;)G99'),1",)+-)/4-"G%)G9#)594-/78,+94)"4')F+&&)'+-5"#')+,)"559#'+40),9)8#95%'/#%)-,+8/&",%')+4)]la[ZXZZ)

Cleanliness2-)-,+8/&",%')+4)\l][Z)9G),1%)\[[c)fC2)f99')<9'%)"&&)G99')%78&9;%%-)7/-,)E%%8),1%+#)1"4'-)"4')"#7-)5&%"4)",)"&&),+7%-X)f99')%78&9;%%-)7/-,)F"-1),1%+#)1"4'-)+77%'+",%&;).%G9#%)%40"0+40)+4)G99')8#%8"#",+94)9#)1"4'&+40)/,%4-+&-)G9#)")7+4+7/7)9G),F%4,;)-%594'-X))34)"559#'"45%),9)\l][ZXZ_)%78&9;%%-)5"449,)F"-1),1%+#)

60%

90 mph

CA1.02)CODE ANALYSIS

1"4'-)+4)")-+4E),1",)+-)/-%')G9#)G99')8#%8"#",+94)9#)9,1%#)./-+4%--)-%#6+5%-X)C/#+40),1%)8#%8"#",+94)9G)G99')%78&9;%%-)"#%)49,)"&&9F%'),9)F%"#)"4;)E+4')9G)R%F%&#;)7+4/-)")8&"+4)#+40)-/51)"-)")F%''+40)."4'X)

2-)-,+8/&",%')+4)]l][^)9G),1%)\[[c)fC2)f99')<9'%)&+4%4-)"4')4"8E+4-)5"449,)597%)+4,9)594,"5,)F+,1)G99')/4&%--)/-%'),9)&+4%)")594,"+4%#)"4'),1%4)#%8&"5%')%"51)-/.-%O/%4,),+7%X)2&&)5&9,1-)/-%')G9#)F+8+40)G99')9GG),".&%-)7/-,).%)7"+4,"+4%')'#;)"4')/-%')G9#)-9&%&;),1",)8/#89-%X)<&9,1-)/-%')G9#)F+8+40)59/4,%#-)"4')%O/+87%4,)7/-,).%)E%8,)+4)51%7+5"&)-"4+,+B%#)-9&/,+94)+4l.%,F%%4)/-%-X)f+4"&&;)5&9,1-)/-%')G9#)F+8+40)-/#G"5%-),1",)1"6%)597%)+4)594,"5,)F+,1)#"F)G99'-)-1"&&).%)E%8,)-%8"#",%)G#97)"&&)9,1%#)5&9,1-X

2-)-,+8/&",%')+4)^l`[\XZZ)9G),1%)\[[c)fC2)f99')<9'%)"&&)-/#G"5%-)+4)594,"5,)F+,1)G99')7/-,).%)5&%"4%')"G,%#)%"51)/-%)9G)'+GG%#%4,)E+4')9G)#"F)G99')9#)9,1%#)E+4')9G)G99')-/51)"-)G#/+,-)"4')6%0%,".&%-)"4'),19#9/01&;)5&%"4%')%6%#;)G9/#)19/#-X)

2-)-,+8/&",%')+4)`l\[ZXZa)9G),1%)\[[c)fC2)f99')<9'%)"&&)5%+&+40-()&+01,-()6%4,+&",+94)"4')"4;)'%59#",+6%)+,%7-)"''%')G9#)"7.+"45%)7/-,).%)%"-+&;)5&%"4".&%X)34)"559#'"45%),9)^l\[\XZa)"&&)E+5E)8&",%-)7/-,)"&-9).%)7%)7"'%)#%796"&),9)"&&9F)G9#)%"-;)5&%"4+40X

Hygienic Practices2-)-,+8/&",%')+4)\l^[ZXZZ)9G),1%)\[[c)fC2)f99')<9'%)%78&9;%%-)5"449,)'#+4E()%",)9#)/-%),9."559)+4)'%-+04",%')G99')8#%8"#",+94)"#%"-X):78&9;%%-)"#%)"&-9)49,),9)F9#E)F+,1)G99')+G),1%;)"#%)8%#5%+6".&;)-+5E)F+,1)8%#-+-,%4,)-4%%B+40)59/01+40)9#)")#/44;)49-%X)34)"559#'"45%),9)\l^[\XZZ)"&&)G99')%78&9;%%-)7/-,)F%"#)1"+#)#%-,#"+4,-)F1+51)5"4)+45&/'%)1",-)9#)4%,-),1",)E%%8),1%+#)1"+#)G#97)594,"5,+40)%I89-%')G99'(),1+-)'9%-)49,)"88&;),9)%78&9;%%-)F9#E+40),1%)#%0+-,%#)9#)9,1%#)R9.-)49,)+469&6+40)G99'X)

Sources2-)-,+8/&",%')+4)]l\[ZXZZ)9G),1%)\[[c)fC2)f99')<9'%)G99')7/-,).%)8/#51"-%')G#97)-9/#5%-),1",)5978&;)F+,1)&"F()"-)-/51)49)G99')5"4).%)8#96+'%').;)")8#+6",%)197%)G9#)594-/78,+94X)2&&)89,%4,+"&)1"B"#'9/-)G99')F1+51)+45&/'%-)7%",)"4')89/&,#;)7/-,).%)8"5E"0%')F1%4)+,)+-)8/#51"-%')"4')G9&&9F)"&&)9,1%#)+4-,#/5,+94-)#%O/+#%').;)&"FX)34)"559#'"45%),9)]l\[\XZZ)89,%4,+"&&;)1"B"#'9/-)G99')7/-,).%)#%5%+6%')",)"),%78%#",/#%)9G)G9#,;l94%)'%0#%%-)9#)&9F%#)F1+&%)?"F)%00-)7/-,).%)#%5%+6%')",)G9#,;l$6%)'%0#%%-)9#)&%--X)2&&)G#9B%4)G99')7/-,).%)-1+88%')"4')#%5%+6%')G#9B%4X)2&&)8#9'/5,-)7/-,).%)#%5%+6%')+4)099')594'+,+94)F+,1)+,-)594,%4,-)

+4,"5,)"4')F+,19/,)%I89-/#%),9),1%)9/,-+'%X)

Storage2-)-,+8/&",%')+4)]l][\)9G),1%)\[[c)fC2)f99')<9'%)"&&)#"F)G99'-)7/-,).%)-%8"#",%')'/#+40)-,9#"0%)"4')8#%8"#",+94)/4&%--)9,1%#F+-%).%+40)597.+4%')"-)+40#%'+%4,-X)2-)-,+8/&",%')+4)]l][])9G),1%)\[[c)fC2)f99')<9'%)8"5E"0%')G99')5"449,).%)-,9#%')+4)'+#%5,)594,"5,)F+,1)+5%)9#)F",%#()19F%6%#)+G),1%)G99')+-)/48"5E"0%')+,)7";).%)+4)'+#%5,)594,"5,)F+,1)/4l'#"+4%')+5%X)

2-)-,+8/&",%')+4)]l][_)9G),1%)\[[c)fC2)f99')<9'%)"&&)G99')-1"&&).%)8#9,%5,%')G#97)594,"7+4",+94)"4').%KTZU)34)")5&%"4()'#;)&95",+94r)T\U)E%8,)G#97)%I89-/#%),9)-8&"-1()'/-,()9#)9,1%#)594,"7+4",+94)T]U)2,)&%"-,)`)+451%-)".96%),1%)W99#X)

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Materials2-)-,+8/&",%')+4)^lZ[ZXZa)F99')5"449,).%)/-%')"-)")G99')594,"5,)-/#G"5%)/4&%--)/-%')G9#)")5/,,+40).9"#')F1+51)#%O/+#%-)")1"#')7"8&%)F+,1)5&9-%l0#"+4%')F99'X)34)"559#'"45%)F+,1)\l\[\XZZ)"&&)G99')594,"5,)-/#G"5%-)7/-,).%)-799,1()G#%%)9G).#%"E-)9#)5#"5E-()"4')$4+-1%'),9)1"6%)-799,1)F%&'-()"40%&-()"4')59#4%#-X)2-)-,+8/&",%')+4)^l][ZXZ\),1%)-+4E)7/-,)1"6%)")&%"-,)])8"#,-),1",)5"4).%)/-%'),9)7"4/"&&;()F"-1()#+4-%()"4')E%%8),1%)-"4+,+B%')/,%4-+&-X)

Living Quarters2-)-,+8/&",%').;)`l\[\XZZ\),1%)&+6+40)O/"#,%#-)&95",%')".96%),1%)#%-,"/#"4,)7/-,).%)-%8"#",%')G#97)#997-)"4')"#%"-)/-%')G9#),1%)G99')%-,".&+-17%4,).;)5978&%,%)8"#,+,+94+40X)

OR

6”

Restaurant

Living Quarters

Floor Partition


CODE ANALYSIS CA1.03

BUILDING MATERIALS

CONSTRUCTION CREWCONTRACTORSITE SURVEY

PERMITS

DELIVERY STAGING

BUILDING DEMOLITION

DEMOLITION CREW

FLOORFRAM

INGFINISHING

INSPECTION

ARCHITECT

DESIGN TEAM

BUSINESS

ENGINEER

CONT

RACT

OR

GENERAL

PUBLIC

ADVISORYBOARD

EXECUTIVEBOARD

LEGAL

PERMITTING

BANK

COMMUNICATION NETWORK

6% STUDY

COMMUNITY SURVEYCOMMUNITY MEETING

COMMUNITY INVOLVMENT

ADVISORY BOARD

EXECUTIVE B

OARD

BRAINSTORM

BYLAWS

ELECTION

BUSI

NESS

MOD

ELFI

NANC

IAL

ANA

LYSI

S

FUNDIN

G SOURCES

LOAN APPLICATION

501(c) APPLICATION

501(c) FORMATION

IMP1.00)LOGISTICS

BUILDING MATERIALS

CONSTRUCTION CREWCONTRACTORSITE SURVEY

PERMITS

DELIVERY STAGING

BUILDING DEMOLITION

DEMOLITION CREW

FLOORFRAM

INGFINISHING

INSPECTION

ARCHITECT

DESIGN TEAM

BUSINESS

ENGINEER

CONT

RACT

OR

GENERAL

PUBLIC

ADVISORYBOARD

EXECUTIVEBOARD

LEGAL

PERMITTING

BANK

COMMUNICATION NETWORK

6% STUDY

COMMUNITY SURVEYCOMMUNITY MEETING

COMMUNITY INVOLVMENT

ADVISORY BOARD

EXECUTIVE B

OARD

BRAINSTORM

BYLAWS

ELECTION

BUSI

NESS

MOD

ELFI

NANC

IAL

ANA

LYSI

S

FUNDIN

G SOURCES

LOAN APPLICATION

501(c) APPLICATION

501(c) FORMATION


LOGISTICS IMP1.01

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IMP2.00)CONTRACTS

A201 GOVERNING

RULESC191

MULTI-PARTY AGREEMENT

OWNER [RESPONSIBILITIES]

START WORK STOP WORK

ARCHITECT [RESPONSIBILITIES]

ADMINISTER CONTRACTS HANDLE ALL COMMUNICATIONS REVIEW SHOP DRAWINGS DETERMINE BENCHMARKS AND SUBSTANTIAL COMPLETION FINAL SAY ON AESTHETIC ISSUES

BUILDING

VISI

ON

PROFIT

CONTRACTOR [RESPONSIBILITIES]

MEASUREMENTS PERFORM WORK CONTROL MEANS AND METHODS SCHEDULE INDEMNIFICATION

B101OWNER-

ARCHITECTAGREEMENT

A101OWNER-

CONTRACTORAGREEMENT

A401CONTRACTOR-

SUB-CONTRACTORAGREEMENT

C401ARCHITECT-

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S

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CONTRACTS IMP2.01

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C191

C191

B101 A2

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A401

A401

A101

Xxxx

Xxxx

KEY

Owner Architect Contractor

Contract Document Start

Contract Document End

Extent of Influence (Owner) Extent of Influence (Architect) Extent of Influence (Contractor)

Allowable Deviation (Owner) Allowable Deviation (Architect) Allowable Deviation (Contractor)

Break-1-2-3-4-5-6-7-8-9-11-12-13-14 -10

AJJAMFJDNOS M OS2012

Spring Summer School

Owner

Advisory Board

Executive Board

Design Development

Schematic Design

Concept Design

Construction Documents

General Contractor

Construction

Community

Design Consultant

Subcontractor

Subcontractor

Architect

INTEGRATEDPROJECTDELIVERY

OWNER

ARCHITECT CONTRACTOR

IMP3.00)CRITICAL PATH ANALYSIS

C191

C191

B101 A2

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Owner Architect Contractor

Contract Document Start

Contract Document End

Extent of Influence (Owner) Extent of Influence (Architect) Extent of Influence (Contractor)

Allowable Deviation (Owner) Allowable Deviation (Architect) Allowable Deviation (Contractor)

Break-1-2-3-4-5-6-7-8-9-11-12-13-14 -10

AJJAMFJDNOS M OS2012

Spring Summer School

Owner

Advisory Board

Executive Board

Design Development

Schematic Design

Concept Design

Construction Documents

General Contractor

Construction

Community

Design Consultant

Subcontractor

Subcontractor

Architect

INTEGRATEDPROJECTDELIVERY

OWNER

ARCHITECT CONTRACTOR


CRITICAL PATH ANALYSIS IMP3.01

PreDesignSchematicDesign

DesignDevelopment

ConstructionDocuments Bidding Construction

Conceptualization CriteriaDesign

DetailedDesign

ImplementationDocuments

Bidding Construction

Integrated Project Deli

very

Linear Path Method

project flexibility

cost of changes

AgenciesOwnerArchitect

ConsultantsContractor

Subcontractors


ConsultantsContractorSubcontractors

AIA, Integrated Project Delivery: A Guide

up to 20%reduction indelivery time

Linear Path Method

Integrated Project Delivery Method

IMP3.02)CRITICAL PATH ANALYSIS

PreDesignSchematicDesign

DesignDevelopment

ConstructionDocuments Bidding Construction

Conceptualization CriteriaDesign

DetailedDesign

ImplementationDocuments

Bidding Construction

Integrated Project Deli

very

Linear Path Method

project flexibility

cost of changes


ConsultantsContractor

Subcontractors


ConsultantsContractorSubcontractors

AIA, Integrated Project Delivery: A Guide

up to 20%reduction indelivery time

Linear Path Method

Integrated Project Delivery Method


CRITICAL PATH ANALYSIS IMP3.03

Notes1 www2.county.allegheny.pa.us/2 www.meanscostworks.com/3 Assumes existing equipment acquired with property acquisition.4 www.city.pittsburgh.pa.us/BBI/assets/11_BBI_permit_fees.pdf5 www.legalzoom.com

* Annual fee, covers duration of construction.

Acquisition Costs 1 Rate Units Total5431 Penn Ave, Pittsburgh, PA 15224 $18.14 6,108 $ 110,800.00Parcel ID: 0050-M-00121-00000 3,054 $ 18,500.00LESS: Market Rate -20% $ (25,860.00)

PLUS: Appraisal $ 1,000.00PLUS: Commission 2% $ 2,068.80PLUS: Transfer Tax 2% $ 2,068.80

$ 108,577.60

CSI Hard Costs (See DETAIL) 2 Rate Units Total02 Existing Conditions 13.2% $ 36,919.2503 Concrete 1.8% $ 5,036.1604 Masonry 6.0% $ 16,713.1605 Steel 1.1% $ 3,036.0407 Thermal & Moisture Protection 1.5% $ 4,297.9208 Openings 8.2% $ 22,849.0609 Finishes 10.2% $ 28,396.6010 Specialties 6.7% $ 18,698.9811 Equipment 17.0% $ 47,579.24

LESS: Salvaged Equipment Value 3 $ (30,000.00)12 Furnishings 7.6% $ 21,184.1613 Special Construction 0.6% $ 1,656.0021 Fire Suppression 10.3% $ 28,900.6722 Plumbing 9.4% $ 26,312.2923 Heating, Ventilating, Air Conditioning 9.8% $ 27,366.3226 Electrical 5.6% $ 15,716.2927 Communications 0.6% $ 1,561.5931 Earthwork 0.1% $ 367.2032 Exterior Improvements 1.0% $ 2,785.44

$ 279,376.37PLUS: Construction Contingency 5% 558,752.74 $ 27,937.64

$ 307,314.01

Soft Costs Rate Units TotalDesign Fee (See DETAIL) 30.0% of Hard Costs $ 92,000.00Permits (See DETAIL) 4 $ 5,842.12Legal (See DETAIL) 5 $ 2,607.00Accounting $ 400.00Insurance* 1000.00 $ 1,000.00Real Estate Taxes* $ 3,042.17LESS: 501(c) Tax Exemption $ (3,042.17)Development Fee 10% of Hard Costs $ 30,731.40Impact Fee 5% of Hard Costs $ 15,365.70Bonding Fee 5% of Hard Costs $ 15,365.70

PLUS: Design Contingency 10% 163311.92 $ 16,331.19$ 179,643.12

Total Development CostsAcquisition 17% $ 108,577.60Hard 49% $ 307,314.01Soft 29% $ 179,643.12

PLUS: Estimate Contingency 5% 595,534.72 $ 29,776.74$ 625,311.46

IMP4.00)CAPITAL COST

Notes1 www2.county.allegheny.pa.us/2 www.meanscostworks.com/3 Assumes existing equipment acquired with property acquisition.4 www.city.pittsburgh.pa.us/BBI/assets/11_BBI_permit_fees.pdf5 www.legalzoom.com

* Annual fee, covers duration of construction.

Acquisition Costs 1 Rate Units Total5431 Penn Ave, Pittsburgh, PA 15224 $18.14 6,108 $ 110,800.00Parcel ID: 0050-M-00121-00000 3,054 $ 18,500.00LESS: Market Rate -20% $ (25,860.00)

PLUS: Appraisal $ 1,000.00PLUS: Commission 2% $ 2,068.80PLUS: Transfer Tax 2% $ 2,068.80

$ 108,577.60

CSI Hard Costs (See DETAIL) 2 Rate Units Total02 Existing Conditions 13.2% $ 36,919.2503 Concrete 1.8% $ 5,036.1604 Masonry 6.0% $ 16,713.1605 Steel 1.1% $ 3,036.0407 Thermal & Moisture Protection 1.5% $ 4,297.9208 Openings 8.2% $ 22,849.0609 Finishes 10.2% $ 28,396.6010 Specialties 6.7% $ 18,698.9811 Equipment 17.0% $ 47,579.24

LESS: Salvaged Equipment Value 3 $ (30,000.00)12 Furnishings 7.6% $ 21,184.1613 Special Construction 0.6% $ 1,656.0021 Fire Suppression 10.3% $ 28,900.6722 Plumbing 9.4% $ 26,312.2923 Heating, Ventilating, Air Conditioning 9.8% $ 27,366.3226 Electrical 5.6% $ 15,716.2927 Communications 0.6% $ 1,561.5931 Earthwork 0.1% $ 367.2032 Exterior Improvements 1.0% $ 2,785.44

$ 279,376.37PLUS: Construction Contingency 5% 558,752.74 $ 27,937.64

$ 307,314.01

Soft Costs Rate Units TotalDesign Fee (See DETAIL) 30.0% of Hard Costs $ 92,000.00Permits (See DETAIL) 4 $ 5,842.12Legal (See DETAIL) 5 $ 2,607.00Accounting $ 400.00Insurance* 1000.00 $ 1,000.00Real Estate Taxes* $ 3,042.17LESS: 501(c) Tax Exemption $ (3,042.17)Development Fee 10% of Hard Costs $ 30,731.40Impact Fee 5% of Hard Costs $ 15,365.70Bonding Fee 5% of Hard Costs $ 15,365.70

PLUS: Design Contingency 10% 163311.92 $ 16,331.19$ 179,643.12

Total Development CostsAcquisition 17% $ 108,577.60Hard 49% $ 307,314.01Soft 29% $ 179,643.12

PLUS: Estimate Contingency 5% 595,534.72 $ 29,776.74$ 625,311.46

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CAPITAL COST IMP4.01

rebmuNeniL Description

022113130320 Boundary & survey markers, lot location and lines, for average quantities

022113130800 Boundary & survey markers, property lines, perimeter, cleared land

024119211000 Selective demolition, gutting, building interior, commercial building, includes disposal, excludes dumpster fees, minimum

024119230725 Selective demolition, rubbish handling, dumpster, 20 C.Y., 8 ton capacity, weekly rental, includes one dump per week, cost to be added to demolition cost.

024119251200 Selective demolition, saw cutting, masonry walls, brick, per inch of depth, hydraulic saw

028516400050 Mold remediation plans and methods, swab sample test, each

028516400070 Mold remediation plans and methods, after remediation air test, each

028516500100 Preparation of mold containment area, pre-cleaning, flat surfaces, HEPA vacuum & wet wipe

028516500400 Preparation of mold containment area, personnel decontamination chamber, 2" x 4" @16", 3/4" ply ea side

028533500220 Demolition in mold contaminated area, ceiling, suspended acoustical tile

028533500450 Demolition in mold contaminated area, partitions, non load bearing, gypsum board & studs

031113854600 C.I.P. concrete forms, retaining wall, battered, job built plywood, to 8' high, 1 use, includes erecting, bracing, stripping and cleaning

031123752000 C.I.P. concrete forms, stairs, cast on sloping ground (length x width), 1 use, includes erecting, bracing, stripping and cleaning

040505100430 Selective demolition, masonry, concrete block walls, reinforced alternate courses, 12" thick

040505102060 Selective demolition, masonry, columns, soft old mortar, 16" x 16"

042113400100 Brick, structural, standard unit, grade SW, 4-5/8" x 2-3/4" x 9-5/8", C652, includes mortar, excludes scaffolding, horizontal reinforcing, vertical reinforcing and grout

042129101200 Terra cotta masonry, block, in walls, 6" thick, 12" x 12", includes mortar, excludes scaffolding, horizontal reinforcing, vertical reinforcing and grout

047210100050 Precast concrete coping, stock units, 8" wall, 10" wide, 4" tapers to 3-1/2", includes mortar, excludes scaffolding

051223450100 Lintel angle, structural, unpainted, 500 to 1000 lb., shop fabricated

051223750100 Structural steel member, 100-ton project, 1 to 2 story building, W6x9, A992 steel, shop fabricated, incl shop primer, bolted connections

054113101210 Bridging, solid, length of LB track between LB studs, per stud bay, 18 ga x 3-5/8" W x 16" L, incl bent tabs at ends

072123200700 Masonry loose-fill insulation, foamed in place, urethane, in 2-5/8" cavity


081213130100 Frames, steel, knock down, hollow metal, single, 16 ga., up to 5-3/4" deep, 7'-0" h x 3'-0" w

081313130100 Doors, hollow metal, commercial, steel, flush, full panel, hollow core, 1-3/8" thick, 20 ga., 3'-0" x 7'-0"

081416090210 Doors, wood, architectural, flush, interior, hollow core, 7 ply, birch face, 3'-0" x 7'-0" x 1-3/4" thick


081440106540 Doors, interior café, stock, panel pine, 3'-0" opening

083613102300 Doors, overhead, commercial, stock, fiberglass and aluminum, heavy duty, sectional, 12' x 12' high, excl. frames

084313201000 Storefront Systems, aluminum frame, commercial grade, clear 3/8" plate glass, 6' x 7' door with hardware, 400 SF max wall, wall height to 12' high


084413100150 Curtain wall, aluminum, stock, double glazed, including glazing, average

092910300200 Gypsum wallboard, on ceilings, standard, 3/8" thick, finish excluded

093013103270 Ceramic tile, floors, glazed, thin set, color group 1, 12" x 12"

096429107400 Wood Strip Flooring, yellow pine, T & G, C & better, 3/4" x 3-1/8", excl. finish

096429107800 Wood Strip Flooring, sanding & finishing, 2 coats polyurethane

099113800180 Paints & Coatings, trim, exterior, fascia, latex paint, 1 coat coverage, brushwork, 1" x 12"

099113800390 Paints & Coatings, trim, exterior, molding, finish coat, ext. latex, brushwork, up to 14" wide

099113900410 Paints & Coatings, walls, concrete masonry units (CMU), smooth surface, first coat, latex, roller

099113900420 Paints & Coatings, walls, concrete masonry units (CMU), smooth surface, second coat, latex, roller

099123720440 Paints & coatings, walls & ceilings, interior, concrete, drywall or plaster, latex paint, 1 coat, smooth finish, roller

Quantity Unit Material Labor Equipment Mat. (+O&P) Lab. (+O&P) Equip. (+O&P) Total

1 Acre 54.59 967.50 65.93 59.89 1,478.13 73.06 $ 1,611.08

242 L.F. 7.26 292.82 19.36 7.26 445.28 24.20 $ 476.74

3054 SF Flr. 0.00 10,902.78 5,252.88 0.00 16,674.84 5,772.06 $ 22,446.90

2 Week 1,260.00 0.00 0.00 1,390.00 0.00 0.00 $ 1,390.00

160 L.F. 78.40 366.40 414.40 84.80 552.00 456.00 $ 1,092.80

1 Total 0.00 0.00 0.00 0.00 0.00 0.00 $ 147.25

1 Total 0.00 0.00 0.00 0.00 0.00 0.00 $ 149.38

3054 S.F. 61.08 824.58 0.00 61.08 1,282.68 0.00 $ 1,343.76

25 S.F. 106.00 66.00 0.00 116.50 101.25 0.00 $ 217.75

3054 S.F. 183.24 2,809.68 0.00 183.24 4,367.22 0.00 $ 4,550.46

931.5 S.F. 139.73 2,161.08 0.00 149.04 3,344.09 0.00 $ 3,493.13

288 SFCA 478.08 1,926.72 0.00 527.04 2,963.52 0.00 $ 3,490.56

96 S.F. 180.48 877.44 0.00 197.76 1,347.84 0.00 $ 1,545.60

628 S.F. 0.00 408.20 0.00 0.00 628.00 0.00 $ 628.00

23 V.L.F. 0.00 414.92 0.00 0.00 639.40 0.00 $ 639.40

808.5 S.F. 3,905.06 5,562.48 0.00 4,317.39 8,351.81 0.00 $ 12,669.20

138 S.F. 1,124.70 517.50 0.00 1,235.10 774.18 0.00 $ 2,009.28

24 L.F. 408.48 211.20 0.00 449.28 318.00 0.00 $ 767.28

1000 Lb. 850.00 680.00 0.00 940.00 1,020.00 0.00 $ 1,960.00

32 L.F. 359.04 177.92 102.72 394.24 302.08 112.96 $ 809.28

38 Ea. 50.16 138.32 0.00 55.10 211.66 0.00 $ 266.76

984 S.F. 472.32 836.40 669.12 511.68 1,348.08 738.00 $ 2,597.76

644 S.F. 309.12 547.40 437.92 334.88 882.28 483.00 $ 1,700.16

6 Ea. 924.90 286.14 0.00 1,015.50 439.14 0.00 $ 1,454.64

1 Ea. 371.91 44.91 0.00 409.64 68.76 0.00 $ 478.40

2 Ea. 222.06 95.38 0.00 243.62 146.38 0.00 $ 390.00

1 Ea. 111.03 47.69 0.00 121.81 73.19 0.00 $ 195.00

2 Ea. 429.04 95.38 0.00 472.16 146.38 0.00 $ 618.54

2 Ea. 5,659.50 1,020.28 0.00 6,198.50 1,563.70 0.00 $ 7,762.20

149.5 S.F. 2,975.05 820.76 0.00 3,272.56 1,236.37 0.00 $ 4,508.92

115 S.F. 2,288.50 631.35 0.00 2,517.35 951.05 0.00 $ 3,468.40

48 S.F. 2,961.12 426.24 0.00 3,271.68 701.28 0.00 $ 3,972.96

3054 S.F. 702.42 1,129.98 0.00 763.50 1,771.32 0.00 $ 2,534.82

896 S.F. 4,614.40 1,684.48 0.00 5,053.44 2,455.04 0.00 $ 7,508.48

2158 S.F. 3,021.20 4,013.88 0.00 3,323.32 6,171.88 0.00 $ 9,495.20

2158 S.F. 1,575.34 2,179.58 0.00 1,747.98 3,344.90 0.00 $ 5,092.88

166 L.F. 9.96 91.30 0.00 11.62 134.46 0.00 $ 146.08

180 L.F. 12.60 99.00 0.00 12.60 145.80 0.00 $ 158.40

2440 S.F. 170.80 585.60 0.00 195.20 854.00 0.00 $ 1,049.20

2440 S.F. 122.00 488.00 0.00 146.40 707.60 0.00 $ 854.00

3054 S.F. 305.40 824.58 0.00 335.94 1,221.60 0.00 $ 1,557.54



022113130320 Boundary & survey markers, lot location and lines, for average quantities

022113130800 Boundary & survey markers, property lines, perimeter, cleared land

024119211000 Selective demolition, gutting, building interior, commercial building, includes disposal, excludes dumpster fees, minimum

024119230725 Selective demolition, rubbish handling, dumpster, 20 C.Y., 8 ton capacity, weekly rental, includes one dump per week, cost to be added to demolition cost.

024119251200 Selective demolition, saw cutting, masonry walls, brick, per inch of depth, hydraulic saw

028516400050 Mold remediation plans and methods, swab sample test, each

028516400070 Mold remediation plans and methods, after remediation air test, each

028516500100 Preparation of mold containment area, pre-cleaning, flat surfaces, HEPA vacuum & wet wipe

028516500400 Preparation of mold containment area, personnel decontamination chamber, 2" x 4" @16", 3/4" ply ea side

028533500220 Demolition in mold contaminated area, ceiling, suspended acoustical tile

028533500450 Demolition in mold contaminated area, partitions, non load bearing, gypsum board & studs

031113854600 C.I.P. concrete forms, retaining wall, battered, job built plywood, to 8' high, 1 use, includes erecting, bracing, stripping and cleaning

031123752000 C.I.P. concrete forms, stairs, cast on sloping ground (length x width), 1 use, includes erecting, bracing, stripping and cleaning

040505100430 Selective demolition, masonry, concrete block walls, reinforced alternate courses, 12" thick

040505102060 Selective demolition, masonry, columns, soft old mortar, 16" x 16"

042113400100 Brick, structural, standard unit, grade SW, 4-5/8" x 2-3/4" x 9-5/8", C652, includes mortar, excludes scaffolding, horizontal reinforcing, vertical reinforcing and grout

042129101200 Terra cotta masonry, block, in walls, 6" thick, 12" x 12", includes mortar, excludes scaffolding, horizontal reinforcing, vertical reinforcing and grout

047210100050 Precast concrete coping, stock units, 8" wall, 10" wide, 4" tapers to 3-1/2", includes mortar, excludes scaffolding

051223450100 Lintel angle, structural, unpainted, 500 to 1000 lb., shop fabricated

051223750100 Structural steel member, 100-ton project, 1 to 2 story building, W6x9, A992 steel, shop fabricated, incl shop primer, bolted connections

054113101210 Bridging, solid, length of LB track between LB studs, per stud bay, 18 ga x 3-5/8" W x 16" L, incl bent tabs at ends



081213130100 Frames, steel, knock down, hollow metal, single, 16 ga., up to 5-3/4" deep, 7'-0" h x 3'-0" w

081313130100 Doors, hollow metal, commercial, steel, flush, full panel, hollow core, 1-3/8" thick, 20 ga., 3'-0" x 7'-0"



081440106540 Doors, interior café, stock, panel pine, 3'-0" opening

083613102300 Doors, overhead, commercial, stock, fiberglass and aluminum, heavy duty, sectional, 12' x 12' high, excl. frames



084413100150 Curtain wall, aluminum, stock, double glazed, including glazing, average

092910300200 Gypsum wallboard, on ceilings, standard, 3/8" thick, finish excluded

093013103270 Ceramic tile, floors, glazed, thin set, color group 1, 12" x 12"

096429107400 Wood Strip Flooring, yellow pine, T & G, C & better, 3/4" x 3-1/8", excl. finish

096429107800 Wood Strip Flooring, sanding & finishing, 2 coats polyurethane

099113800180 Paints & Coatings, trim, exterior, fascia, latex paint, 1 coat coverage, brushwork, 1" x 12"

099113800390 Paints & Coatings, trim, exterior, molding, finish coat, ext. latex, brushwork, up to 14" wide

099113900410 Paints & Coatings, walls, concrete masonry units (CMU), smooth surface, first coat, latex, roller

099113900420 Paints & Coatings, walls, concrete masonry units (CMU), smooth surface, second coat, latex, roller

099123720440 Paints & coatings, walls & ceilings, interior, concrete, drywall or plaster, latex paint, 1 coat, smooth finish, roller

Quantity Unit Material Labor Equipment Mat. (+O&P) Lab. (+O&P) Equip. (+O&P) Total

1 Acre 54.59 967.50 65.93 59.89 1,478.13 73.06 $ 1,611.08

242 L.F. 7.26 292.82 19.36 7.26 445.28 24.20 $ 476.74

3054 SF Flr. 0.00 10,902.78 5,252.88 0.00 16,674.84 5,772.06 $ 22,446.90

2 Week 1,260.00 0.00 0.00 1,390.00 0.00 0.00 $ 1,390.00

160 L.F. 78.40 366.40 414.40 84.80 552.00 456.00 $ 1,092.80

1 Total 0.00 0.00 0.00 0.00 0.00 0.00 $ 147.25

1 Total 0.00 0.00 0.00 0.00 0.00 0.00 $ 149.38

3054 S.F. 61.08 824.58 0.00 61.08 1,282.68 0.00 $ 1,343.76

25 S.F. 106.00 66.00 0.00 116.50 101.25 0.00 $ 217.75

3054 S.F. 183.24 2,809.68 0.00 183.24 4,367.22 0.00 $ 4,550.46

931.5 S.F. 139.73 2,161.08 0.00 149.04 3,344.09 0.00 $ 3,493.13

288 SFCA 478.08 1,926.72 0.00 527.04 2,963.52 0.00 $ 3,490.56

96 S.F. 180.48 877.44 0.00 197.76 1,347.84 0.00 $ 1,545.60

628 S.F. 0.00 408.20 0.00 0.00 628.00 0.00 $ 628.00

23 V.L.F. 0.00 414.92 0.00 0.00 639.40 0.00 $ 639.40

808.5 S.F. 3,905.06 5,562.48 0.00 4,317.39 8,351.81 0.00 $ 12,669.20

138 S.F. 1,124.70 517.50 0.00 1,235.10 774.18 0.00 $ 2,009.28

24 L.F. 408.48 211.20 0.00 449.28 318.00 0.00 $ 767.28

1000 Lb. 850.00 680.00 0.00 940.00 1,020.00 0.00 $ 1,960.00

32 L.F. 359.04 177.92 102.72 394.24 302.08 112.96 $ 809.28

38 Ea. 50.16 138.32 0.00 55.10 211.66 0.00 $ 266.76

984 S.F. 472.32 836.40 669.12 511.68 1,348.08 738.00 $ 2,597.76

644 S.F. 309.12 547.40 437.92 334.88 882.28 483.00 $ 1,700.16

6 Ea. 924.90 286.14 0.00 1,015.50 439.14 0.00 $ 1,454.64

1 Ea. 371.91 44.91 0.00 409.64 68.76 0.00 $ 478.40

2 Ea. 222.06 95.38 0.00 243.62 146.38 0.00 $ 390.00

1 Ea. 111.03 47.69 0.00 121.81 73.19 0.00 $ 195.00

2 Ea. 429.04 95.38 0.00 472.16 146.38 0.00 $ 618.54

2 Ea. 5,659.50 1,020.28 0.00 6,198.50 1,563.70 0.00 $ 7,762.20

149.5 S.F. 2,975.05 820.76 0.00 3,272.56 1,236.37 0.00 $ 4,508.92

115 S.F. 2,288.50 631.35 0.00 2,517.35 951.05 0.00 $ 3,468.40

48 S.F. 2,961.12 426.24 0.00 3,271.68 701.28 0.00 $ 3,972.96

3054 S.F. 702.42 1,129.98 0.00 763.50 1,771.32 0.00 $ 2,534.82

896 S.F. 4,614.40 1,684.48 0.00 5,053.44 2,455.04 0.00 $ 7,508.48

2158 S.F. 3,021.20 4,013.88 0.00 3,323.32 6,171.88 0.00 $ 9,495.20

2158 S.F. 1,575.34 2,179.58 0.00 1,747.98 3,344.90 0.00 $ 5,092.88

166 L.F. 9.96 91.30 0.00 11.62 134.46 0.00 $ 146.08

180 L.F. 12.60 99.00 0.00 12.60 145.80 0.00 $ 158.40

2440 S.F. 170.80 585.60 0.00 195.20 854.00 0.00 $ 1,049.20

2440 S.F. 122.00 488.00 0.00 146.40 707.60 0.00 $ 854.00

3054 S.F. 305.40 824.58 0.00 335.94 1,221.60 0.00 $ 1,557.54



101113135300 Chalkboards, porcelain enameled steel, wall hung, wood frame & chalktrough, 4' x 8'

101400000000 Custom Fabricated Sign, exterior (See DETAIL)

102000000000 Custom Fabricated Ceiling, interior (See DETAIL)

112113102000 Checkout counter, cash register, restaurant type, minimum

112613101590 Unit kitchen, combination range, refrigerator and sink, average, 72" wide

114113100300 Refigerated food cases, delicatessen, multi-deck, 18 S.F. shelf display

114113202350 Cooler, commercial kitchen equipment, reach-in, beverage, 6' long

114210101840 Coffee brewers, commercial kitchen equipment, 5 burner

114413100300 Bake oven, commercial kitchen equipment, gas, two section

114413106900 Range, commercial kitchen equipment, restaurant type, 6 burners & 1 standard oven, 36" wide

114616101620 Beverage dispenser, commercial kitchen equipment, carbonated, with ice holder, 90 lbs

114710106060 Ice cube maker, commercial kitchen equipment, with bin, 500 lbs per day

123580133500 Casework, kitchen base cabinets, metal, minimum

123623130020 Counter tops, stock, plastic laminate, 24" wide, includes backsplash, minimum

124813130020 Entrance floor mats, recessed, in-laid black rubber, solid, 3/8" thick

125116130020 Metal case goods, office, desks, double pedestal, 30" x 60" x 29" h, minimum

125119131060 Lateral filing cabinets, metal baked enamel, 2 drawer lateral, 36" wide, minimum

125213105720 Seating, stack chair, plastic shell, metal legs, minimum

125223132280 Office furniture, chairs, office type, task, minimum

125416301000 Table bases, dining height, metal disk design, minimum

125416407200 Table Tops, laminated plastic edge, round, 36" diameter, minimum

135309500020 Weather station, remote recording, solar powered, 400 ft range, integral rain gauge and display

211313501100 Sprinkler System Components, alarm, electric pressure switch (circuit closer)

211313501820 Sprinkler System Components, 6" firecycle system, controls, includes panel, batteries, solenoid valves & pressure switches

211313502000 Sprinkler System Components, release, emergency, manual, for hydraulic or pneumatic system

211313502260 Sprinkler System Components, sprinkler cabinets, 12 head capacity

211313503740 Sprinkler System Components, sprinkler heads, standard spray, pendent or upright, brass, 135 to 286 degrees F, 1/2" NPT, 1/2" orifice, excludes supply piping

221113141120 Pipe, brass, plain end, regular weight, 1/2" diameter, field threaded, includes coupling & clevis hanger assembly 10' O.C.

221113141160 Pipe, brass, plain end, regular weight, 1" diameter, field threaded, includes coupling & clevis hanger assembly 10' O.C.

221316202160 Pipe, cast iron soil, one hub, service weight, 4" diameter, lead and oakum joints 10' OC, includes clevis hanger assemblies 5' OC

223413109410 Water heaters, tankless, on-demand, natural gas/propane, 3.2 GPM, includes vent

224213308220 Urinal, waterless vitreous china, (no flush) urinal, wall hung, standard unit

224213308290 Urinal, waterless vitreous china, (no flush) urinal, wall hung, rough-in, supply, waste and vent

224213308420 Urinal, waterless (no flush) urinal, trap liquid, 1 gallon

224213403100 Water closet, bowl only, wall hung, includes flush valve and seat

224213403400 Water closet, bowl only, floor mounted, tankless, rough-in, supply, waste and vent

224216205910 Sink, scullery sink, stainless steel, and drain board, 1 bowl, 43" x 22" OD, excludes faucet and drain

224216407000 Sink, service, wall, porcelain enamel on cast iron, roll rim, 22" x 18", includes faucet and drain

224216408980 Sink, service, wall, rough-in, supply, waste and vent

224239102810 Faucets/fittings, lavatory faucet, automatic sensor and operator, with faucet head, commercial

224239103000 Faucets/fittings, service sink faucet, cast spout, pail hook, hose end

233113165450 Metal Ductwork, spiral preformed, steel, galvanized, straight lengths, max. 10" S.P.W.G., 12" diameter, 26Ga.

1 Ea. 386.40 57.19 0.00 425.04 87.94 0.00 $ 512.98

1 Ea. 4,546.00 4,100.00 1,470.00 0.00 0.00 0.00 $ 10,116.00

1 Ea. 3,450.00 3,000.00 1,620.00 0.00 0.00 0.00 $ 8,070.00

1 Ea. 745.20 0.00 0.00 822.48 0.00 0.00 $ 822.48

1 Ea. 4,636.80 749.91 0.00 5,106.00 1,105.98 0.00 $ 6,211.98

1 Ea. 7,120.80 280.54 0.00 7,810.80 420.81 0.00 $ 8,231.61

1 Ea. 5,106.00 139.19 0.00 5,602.80 207.17 0.00 $ 5,809.97

1 Ea. 1,380.00 154.30 0.00 1,518.00 229.83 0.00 $ 1,747.83

1 Ea. 10,267.20 118.69 0.00 11,260.80 178.04 0.00 $ 11,438.84

1 Ea. 3,118.80 118.69 0.00 3,422.40 178.04 0.00 $ 3,600.44

1 Ea. 4,140.00 393.84 0.00 4,554.00 593.45 0.00 $ 5,147.45

1 Ea. 3,201.60 695.96 0.00 3,532.80 1,035.84 0.00 $ 4,568.64

48 L.F. 3,524.16 1,191.36 0.00 3,868.32 1,812.96 0.00 $ 5,681.28

48 L.F. 521.76 595.68 0.00 572.16 911.52 0.00 $ 1,483.68

32 S.F. 701.12 61.12 0.00 777.28 93.76 0.00 $ 871.04

2 Ea. 1,104.00 0.00 0.00 1,214.40 0.00 0.00 $ 1,214.40

2 Ea. 993.60 0.00 0.00 1,092.96 0.00 0.00 $ 1,092.96

80 Ea. 4,504.00 0.00 0.00 4,945.60 0.00 0.00 $ 4,945.60

2 Ea. 300.28 0.00 0.00 331.20 0.00 0.00 $ 331.20

20 Ea. 2,318.40 0.00 0.00 2,561.20 0.00 0.00 $ 2,561.20

20 Ea. 2,738.00 0.00 0.00 3,002.80 0.00 0.00 $ 3,002.80

1 Ea. 1,518.00 0.00 0.00 1,656.00 0.00 0.00 $ 1,656.00

1 Ea. 85.99 17.35 0.00 94.24 25.99 0.00 $ 120.23

1 Ea. 21,321.80 1,724.13 0.00 23,442.20 2,572.93 0.00 $ 26,015.13

5 Ea. 1,007.20 188.35 0.00 1,107.30 281.15 0.00 $ 1,388.45

1 Ea. 78.34 28.12 0.00 85.99 41.91 0.00 $ 127.90

24 Ea. 220.56 674.88 0.00 243.12 1,005.84 0.00 $ 1,248.96

12 L.F. 86.04 108.48 0.00 94.68 161.76 0.00 $ 256.44

36 L.F. 496.44 361.80 0.00 546.12 541.80 0.00 $ 1,087.92

12 L.F. 205.20 170.28 0.00 225.72 254.52 0.00 $ 480.24

2 Ea. 1,180.22 432.28 0.00 1,301.54 646.40 0.00 $ 1,947.94

1 Ea. 308.84 36.36 0.00 341.93 54.54 0.00 $ 396.47

1 Ea. 529.44 266.64 0.00 584.59 398.95 0.00 $ 983.54

1 Ea. 61.77 0.00 0.00 67.83 0.00 0.00 $ 67.83

3 Ea. 1,472.52 402.99 0.00 1,621.41 602.97 0.00 $ 2,224.38

3 Ea. 1,207.80 824.16 0.00 1,340.16 1,227.15 0.00 $ 2,567.31

2 Ea. 6,728.30 288.86 0.00 7,390.10 430.26 0.00 $ 7,820.36

2 Ea. 1,422.88 389.86 0.00 1,566.26 581.76 0.00 $ 2,148.02

2 Ea. 2,867.80 1,201.90 0.00 3,143.56 1,787.70 0.00 $ 4,931.26

2 Ea. 816.22 140.40 0.00 904.46 210.08 0.00 $ 1,114.54

2 Ea. 176.48 61.62 0.00 194.12 91.92 0.00 $ 286.04

48 L.F. 169.44 311.52 0.00 186.24 469.44 0.00 $ 655.68


101113135300 Chalkboards, porcelain enameled steel, wall hung, wood frame & chalktrough, 4' x 8'

101400000000 Custom Fabricated Sign, exterior (See DETAIL)

102000000000 Custom Fabricated Ceiling, interior (See DETAIL)

112113102000 Checkout counter, cash register, restaurant type, minimum

112613101590 Unit kitchen, combination range, refrigerator and sink, average, 72" wide

114113100300 Refigerated food cases, delicatessen, multi-deck, 18 S.F. shelf display

114113202350 Cooler, commercial kitchen equipment, reach-in, beverage, 6' long

114210101840 Coffee brewers, commercial kitchen equipment, 5 burner

114413100300 Bake oven, commercial kitchen equipment, gas, two section

114413106900 Range, commercial kitchen equipment, restaurant type, 6 burners & 1 standard oven, 36" wide

114616101620 Beverage dispenser, commercial kitchen equipment, carbonated, with ice holder, 90 lbs

114710106060 Ice cube maker, commercial kitchen equipment, with bin, 500 lbs per day

123580133500 Casework, kitchen base cabinets, metal, minimum

123623130020 Counter tops, stock, plastic laminate, 24" wide, includes backsplash, minimum

124813130020 Entrance floor mats, recessed, in-laid black rubber, solid, 3/8" thick

125116130020 Metal case goods, office, desks, double pedestal, 30" x 60" x 29" h, minimum

125119131060 Lateral filing cabinets, metal baked enamel, 2 drawer lateral, 36" wide, minimum

125213105720 Seating, stack chair, plastic shell, metal legs, minimum

125223132280 Office furniture, chairs, office type, task, minimum

125416301000 Table bases, dining height, metal disk design, minimum

125416407200 Table Tops, laminated plastic edge, round, 36" diameter, minimum

135309500020 Weather station, remote recording, solar powered, 400 ft range, integral rain gauge and display

211313501100 Sprinkler System Components, alarm, electric pressure switch (circuit closer)

211313501820 Sprinkler System Components, 6" firecycle system, controls, includes panel, batteries, solenoid valves & pressure switches

211313502000 Sprinkler System Components, release, emergency, manual, for hydraulic or pneumatic system

211313502260 Sprinkler System Components, sprinkler cabinets, 12 head capacity

211313503740 Sprinkler System Components, sprinkler heads, standard spray, pendent or upright, brass, 135 to 286 degrees F, 1/2" NPT, 1/2" orifice, excludes supply piping

221113141120 Pipe, brass, plain end, regular weight, 1/2" diameter, field threaded, includes coupling & clevis hanger assembly 10' O.C.

221113141160 Pipe, brass, plain end, regular weight, 1" diameter, field threaded, includes coupling & clevis hanger assembly 10' O.C.

221316202160 Pipe, cast iron soil, one hub, service weight, 4" diameter, lead and oakum joints 10' OC, includes clevis hanger assemblies 5' OC

223413109410 Water heaters, tankless, on-demand, natural gas/propane, 3.2 GPM, includes vent

224213308220 Urinal, waterless vitreous china, (no flush) urinal, wall hung, standard unit

224213308290 Urinal, waterless vitreous china, (no flush) urinal, wall hung, rough-in, supply, waste and vent

224213308420 Urinal, waterless (no flush) urinal, trap liquid, 1 gallon

224213403100 Water closet, bowl only, wall hung, includes flush valve and seat

224213403400 Water closet, bowl only, floor mounted, tankless, rough-in, supply, waste and vent

224216205910 Sink, scullery sink, stainless steel, and drain board, 1 bowl, 43" x 22" OD, excludes faucet and drain

224216407000 Sink, service, wall, porcelain enamel on cast iron, roll rim, 22" x 18", includes faucet and drain

224216408980 Sink, service, wall, rough-in, supply, waste and vent

224239102810 Faucets/fittings, lavatory faucet, automatic sensor and operator, with faucet head, commercial

224239103000 Faucets/fittings, service sink faucet, cast spout, pail hook, hose end

233113165450 Metal Ductwork, spiral preformed, steel, galvanized, straight lengths, max. 10" S.P.W.G., 12" diameter, 26Ga.

1 Ea. 386.40 57.19 0.00 425.04 87.94 0.00 $ 512.98

1 Ea. 4,546.00 4,100.00 1,470.00 0.00 0.00 0.00 $ 10,116.00

1 Ea. 3,450.00 3,000.00 1,620.00 0.00 0.00 0.00 $ 8,070.00

1 Ea. 745.20 0.00 0.00 822.48 0.00 0.00 $ 822.48

1 Ea. 4,636.80 749.91 0.00 5,106.00 1,105.98 0.00 $ 6,211.98

1 Ea. 7,120.80 280.54 0.00 7,810.80 420.81 0.00 $ 8,231.61

1 Ea. 5,106.00 139.19 0.00 5,602.80 207.17 0.00 $ 5,809.97

1 Ea. 1,380.00 154.30 0.00 1,518.00 229.83 0.00 $ 1,747.83

1 Ea. 10,267.20 118.69 0.00 11,260.80 178.04 0.00 $ 11,438.84

1 Ea. 3,118.80 118.69 0.00 3,422.40 178.04 0.00 $ 3,600.44

1 Ea. 4,140.00 393.84 0.00 4,554.00 593.45 0.00 $ 5,147.45

1 Ea. 3,201.60 695.96 0.00 3,532.80 1,035.84 0.00 $ 4,568.64

48 L.F. 3,524.16 1,191.36 0.00 3,868.32 1,812.96 0.00 $ 5,681.28

48 L.F. 521.76 595.68 0.00 572.16 911.52 0.00 $ 1,483.68

32 S.F. 701.12 61.12 0.00 777.28 93.76 0.00 $ 871.04

2 Ea. 1,104.00 0.00 0.00 1,214.40 0.00 0.00 $ 1,214.40

2 Ea. 993.60 0.00 0.00 1,092.96 0.00 0.00 $ 1,092.96

80 Ea. 4,504.00 0.00 0.00 4,945.60 0.00 0.00 $ 4,945.60

2 Ea. 300.28 0.00 0.00 331.20 0.00 0.00 $ 331.20

20 Ea. 2,318.40 0.00 0.00 2,561.20 0.00 0.00 $ 2,561.20

20 Ea. 2,738.00 0.00 0.00 3,002.80 0.00 0.00 $ 3,002.80

1 Ea. 1,518.00 0.00 0.00 1,656.00 0.00 0.00 $ 1,656.00

1 Ea. 85.99 17.35 0.00 94.24 25.99 0.00 $ 120.23

1 Ea. 21,321.80 1,724.13 0.00 23,442.20 2,572.93 0.00 $ 26,015.13

5 Ea. 1,007.20 188.35 0.00 1,107.30 281.15 0.00 $ 1,388.45

1 Ea. 78.34 28.12 0.00 85.99 41.91 0.00 $ 127.90

24 Ea. 220.56 674.88 0.00 243.12 1,005.84 0.00 $ 1,248.96

12 L.F. 86.04 108.48 0.00 94.68 161.76 0.00 $ 256.44

36 L.F. 496.44 361.80 0.00 546.12 541.80 0.00 $ 1,087.92

12 L.F. 205.20 170.28 0.00 225.72 254.52 0.00 $ 480.24

2 Ea. 1,180.22 432.28 0.00 1,301.54 646.40 0.00 $ 1,947.94

1 Ea. 308.84 36.36 0.00 341.93 54.54 0.00 $ 396.47

1 Ea. 529.44 266.64 0.00 584.59 398.95 0.00 $ 983.54

1 Ea. 61.77 0.00 0.00 67.83 0.00 0.00 $ 67.83

3 Ea. 1,472.52 402.99 0.00 1,621.41 602.97 0.00 $ 2,224.38

3 Ea. 1,207.80 824.16 0.00 1,340.16 1,227.15 0.00 $ 2,567.31

2 Ea. 6,728.30 288.86 0.00 7,390.10 430.26 0.00 $ 7,820.36

2 Ea. 1,422.88 389.86 0.00 1,566.26 581.76 0.00 $ 2,148.02

2 Ea. 2,867.80 1,201.90 0.00 3,143.56 1,787.70 0.00 $ 4,931.26

2 Ea. 816.22 140.40 0.00 904.46 210.08 0.00 $ 1,114.54

2 Ea. 176.48 61.62 0.00 194.12 91.92 0.00 $ 286.04

48 L.F. 169.44 311.52 0.00 186.24 469.44 0.00 $ 655.68



233113165480 Metal Ductwork, spiral preformed, steel, galvanized, straight lengths, max. 10" S.P.W.G., 16" diameter, 24 Ga.

233813107860 Range hood & CO2 system, commercial kitchen equipment, min

233813107950 Hood fire protection system, commercial kitchen equipment, min

235216240180 Condensing boilers, cast iron, gas fired, natural or LP, packaged, DOE MBH output, 140 MBH, (83.3%) AFUE, includes standard controls, circulator, trim

236213100500 Condensing unit, air cooled, compressor, 5 Ton, includes standard controls

238316100210 Radiant floor heating, tubing, PEX (cross-linked polyethylene), non barrier type for ferrous free systems, 1/2"

238316101166 Radiant floor heating, manifold, brass, valved, 8 circuit, 1"

238316105120 Radiant floor heating, 4 zone actuator valve control, expandable

238333101400 Electric heating, baseboard heater, 500 watt, 3' long


260519200220 Armored cable, copper, solid, 600 V, 4 conductor, #12, BX, exposed

260519900020 Wire, copper solid, 600 volt, #14, type THW, in raceway


262416300250 Panelboards, 1 phase 3 wire, main lugs, 120/240 V, 100 amp, 18 circuits, NQOD, incl 20 A 1 pole plug-in breakers

262726104800 Low voltage switching, switchplates, 1 gang, 1, 2 or 3 switch, plastic

262726200500 Toggle switch, quiet type, single pole, 20 amp

262726200800 3 way switch, 20 amp

262726202470 Duplex receptacle, grounded, 120 volt, 20 amp

265113100300 Fixture hangers, box hanger, with mounting strap

265113100460 Fixture hangers, flexible, 1/2" diameter, 18" long

265313100240 Exit lighting, L.E.D. w/ battery unit, single face, ceiling or wall mount

265561103000 Stage equipment, spotlight, stationary, fresnel quartz, 6" lens

265561103500 Stage equipment, spotlight, stationary, ellipsoidal quartz, 1000 watt, 6" lens

265623100400 Quartz fixture, exterior, wall mounted, 500 watt, incl lamps

271323130070 Fiber optic cable, bulk simplex, minimum

271513132200 Telephone cable, telephone twisted, PVC insulation, #22-2 conductor

271513132370 Telephone jack, eight pins

271513137000 Unshielded twisted pair (UTP) cable, solid, PVC jacket, #24, 4 pair, category 5

271513137322 Shielded twisted pair (UTP) jack, RJ-45, category 5

273236101630 Telephones, TTY, advanced, desk type

312316420200 Excavating, bulk bank measure, 1 C.Y. capacity = 75 C.Y./hour, backhoe, hydraulic, crawler mounted, excluding truck loading

321313230410 Concrete paving surface treatment, 4500 psi, fixed form, unreinforced, 24' pass, 6" thick, includes joints, finishing, and curing

321613130416 Cast-in place concrete curbs & gutters, concrete, machine formed, radius, 6" x 18" radius, includes concrete

48 L.F. 254.88 622.56 0.00 278.88 941.28 0.00 $ 1,220.16

1 Ea. 2,827.83 144.35 0.00 3,103.10 220.71 0.00 $ 3,323.81

1 Ea. 4,404.40 268.82 0.00 4,854.85 402.71 0.00 $ 5,257.56

1 Ea. 2,490.75 807.12 0.00 2,739.83 1,194.75 0.00 $ 3,934.58

1 Ea. 2,227.23 1,359.80 0.00 2,452.45 2,039.70 0.00 $ 4,492.15

3054 L.F. 1,740.78 3,084.54 0.00 1,924.02 4,642.08 0.00 $ 6,566.10

1 Ea. 460.46 74.27 0.00 505.51 110.88 0.00 $ 616.39

1 Ea. 163.16 40.79 0.00 179.18 60.67 0.00 $ 239.85

2 Ea. 92.10 105.64 0.00 101.10 155.86 0.00 $ 256.96

2 Ea. 386.38 255.22 0.00 424.42 378.66 0.00 $ 803.08

2 C.L.F. 340.68 493.70 0.00 374.54 727.32 0.00 $ 1,101.86

4 C.L.F. 33.24 136.64 0.00 36.60 202.76 0.00 $ 239.36

1 C.L.F. 19.78 44.08 0.00 21.69 65.57 0.00 $ 87.26

1 Ea. 724.73 589.57 0.00 798.79 876.09 0.00 $ 1,674.88

7 Ea. 34.58 38.99 0.00 38.15 57.47 0.00 $ 95.62

9 Ea. 72.36 147.78 0.00 79.47 218.16 0.00 $ 297.63

3 Ea. 28.56 74.40 0.00 31.41 109.11 0.00 $ 140.52

22 Ea. 245.52 361.24 0.00 271.26 533.28 0.00 $ 804.54

36 Ea. 320.04 2,003.40 0.00 352.44 2,955.60 0.00 $ 3,308.04

36 Ea. 670.32 1,329.12 0.00 736.92 1,963.80 0.00 $ 2,700.72

2 Ea. 253.92 201.66 0.00 279.32 297.54 0.00 $ 576.86

6 Ea. 831.60 667.80 0.00 914.10 985.20 0.00 $ 1,899.30

4 Ea. 1,417.72 445.20 0.00 1,565.84 656.80 0.00 $ 2,222.64

3 Ea. 177.75 251.25 0.00 196.80 370.26 0.00 $ 567.06

1 C.L.F. 24.33 55.65 0.00 26.98 82.10 0.00 $ 109.08

1 C.L.F. 9.42 44.08 0.00 10.37 65.57 0.00 $ 75.94

2 Ea. 9.74 27.78 0.00 10.68 41.10 0.00 $ 51.78

1 C.L.F. 15.34 63.37 0.00 16.88 93.67 0.00 $ 110.55

2 Ea. 12.48 14.76 0.00 13.76 21.92 0.00 $ 35.68

2 Ea. 952.20 88.16 0.00 1,047.42 131.14 0.00 $ 1,178.56

144 B.C.Y. 0.00 129.60 155.52 0.00 195.84 171.36 $ 367.20

72 S.Y. 1,387.44 44.64 42.48 1,541.52 69.12 46.80 $ 1,657.44

100 L.F. 623.00 224.00 99.00 682.00 338.00 108.00 $ 1,128.00

166,523.09 78,780.30 10,349.33 174,295.99 108,806.13 7,985.44 $ 309,376.37


233113165480 Metal Ductwork, spiral preformed, steel, galvanized, straight lengths, max. 10" S.P.W.G., 16" diameter, 24 Ga.

233813107860 Range hood & CO2 system, commercial kitchen equipment, min

233813107950 Hood fire protection system, commercial kitchen equipment, min

235216240180 Condensing boilers, cast iron, gas fired, natural or LP, packaged, DOE MBH output, 140 MBH, (83.3%) AFUE, includes standard controls, circulator, trim

236213100500 Condensing unit, air cooled, compressor, 5 Ton, includes standard controls

238316100210 Radiant floor heating, tubing, PEX (cross-linked polyethylene), non barrier type for ferrous free systems, 1/2"

238316101166 Radiant floor heating, manifold, brass, valved, 8 circuit, 1"

238316105120 Radiant floor heating, 4 zone actuator valve control, expandable



260519200220 Armored cable, copper, solid, 600 V, 4 conductor, #12, BX, exposed



262416300250 Panelboards, 1 phase 3 wire, main lugs, 120/240 V, 100 amp, 18 circuits, NQOD, incl 20 A 1 pole plug-in breakers

262726104800 Low voltage switching, switchplates, 1 gang, 1, 2 or 3 switch, plastic

262726200500 Toggle switch, quiet type, single pole, 20 amp

262726200800 3 way switch, 20 amp

262726202470 Duplex receptacle, grounded, 120 volt, 20 amp

265113100300 Fixture hangers, box hanger, with mounting strap

265113100460 Fixture hangers, flexible, 1/2" diameter, 18" long

265313100240 Exit lighting, L.E.D. w/ battery unit, single face, ceiling or wall mount

265561103000 Stage equipment, spotlight, stationary, fresnel quartz, 6" lens

265561103500 Stage equipment, spotlight, stationary, ellipsoidal quartz, 1000 watt, 6" lens

265623100400 Quartz fixture, exterior, wall mounted, 500 watt, incl lamps

271323130070 Fiber optic cable, bulk simplex, minimum

271513132200 Telephone cable, telephone twisted, PVC insulation, #22-2 conductor

271513132370 Telephone jack, eight pins

271513137000 Unshielded twisted pair (UTP) cable, solid, PVC jacket, #24, 4 pair, category 5

271513137322 Shielded twisted pair (UTP) jack, RJ-45, category 5

273236101630 Telephones, TTY, advanced, desk type

312316420200 Excavating, bulk bank measure, 1 C.Y. capacity = 75 C.Y./hour, backhoe, hydraulic, crawler mounted, excluding truck loading

321313230410 Concrete paving surface treatment, 4500 psi, fixed form, unreinforced, 24' pass, 6" thick, includes joints, finishing, and curing

321613130416 Cast-in place concrete curbs & gutters, concrete, machine formed, radius, 6" x 18" radius, includes concrete

48 L.F. 254.88 622.56 0.00 278.88 941.28 0.00 $ 1,220.16

1 Ea. 2,827.83 144.35 0.00 3,103.10 220.71 0.00 $ 3,323.81

1 Ea. 4,404.40 268.82 0.00 4,854.85 402.71 0.00 $ 5,257.56

1 Ea. 2,490.75 807.12 0.00 2,739.83 1,194.75 0.00 $ 3,934.58

1 Ea. 2,227.23 1,359.80 0.00 2,452.45 2,039.70 0.00 $ 4,492.15

3054 L.F. 1,740.78 3,084.54 0.00 1,924.02 4,642.08 0.00 $ 6,566.10

1 Ea. 460.46 74.27 0.00 505.51 110.88 0.00 $ 616.39

1 Ea. 163.16 40.79 0.00 179.18 60.67 0.00 $ 239.85

2 Ea. 92.10 105.64 0.00 101.10 155.86 0.00 $ 256.96

2 Ea. 386.38 255.22 0.00 424.42 378.66 0.00 $ 803.08

2 C.L.F. 340.68 493.70 0.00 374.54 727.32 0.00 $ 1,101.86

4 C.L.F. 33.24 136.64 0.00 36.60 202.76 0.00 $ 239.36

1 C.L.F. 19.78 44.08 0.00 21.69 65.57 0.00 $ 87.26

1 Ea. 724.73 589.57 0.00 798.79 876.09 0.00 $ 1,674.88

7 Ea. 34.58 38.99 0.00 38.15 57.47 0.00 $ 95.62

9 Ea. 72.36 147.78 0.00 79.47 218.16 0.00 $ 297.63

3 Ea. 28.56 74.40 0.00 31.41 109.11 0.00 $ 140.52

22 Ea. 245.52 361.24 0.00 271.26 533.28 0.00 $ 804.54

36 Ea. 320.04 2,003.40 0.00 352.44 2,955.60 0.00 $ 3,308.04

36 Ea. 670.32 1,329.12 0.00 736.92 1,963.80 0.00 $ 2,700.72

2 Ea. 253.92 201.66 0.00 279.32 297.54 0.00 $ 576.86

6 Ea. 831.60 667.80 0.00 914.10 985.20 0.00 $ 1,899.30

4 Ea. 1,417.72 445.20 0.00 1,565.84 656.80 0.00 $ 2,222.64

3 Ea. 177.75 251.25 0.00 196.80 370.26 0.00 $ 567.06

1 C.L.F. 24.33 55.65 0.00 26.98 82.10 0.00 $ 109.08

1 C.L.F. 9.42 44.08 0.00 10.37 65.57 0.00 $ 75.94

2 Ea. 9.74 27.78 0.00 10.68 41.10 0.00 $ 51.78

1 C.L.F. 15.34 63.37 0.00 16.88 93.67 0.00 $ 110.55

2 Ea. 12.48 14.76 0.00 13.76 21.92 0.00 $ 35.68

2 Ea. 952.20 88.16 0.00 1,047.42 131.14 0.00 $ 1,178.56

144 B.C.Y. 0.00 129.60 155.52 0.00 195.84 171.36 $ 367.20

72 S.Y. 1,387.44 44.64 42.48 1,541.52 69.12 46.80 $ 1,657.44

100 L.F. 623.00 224.00 99.00 682.00 338.00 108.00 $ 1,128.00

166,523.09 78,780.30 10,349.33 174,295.99 108,806.13 7,985.44 $ 309,376.37




101400000000 Custom Fabricated Sign, exterior

Custom Milled Plywood Sheets, birch, 3/4" x 4' x 8', includes mill time

Waterproofing, 3 coats resin, 1 coat varnish

Steel support angle

U Bracket

Wire rope

Steel Cable System, open bracket

Steel Cable System, bridge socket

Crane for installation

102000000000 Custom Fabricated Ceiling, interior


Steel bracket, straight, 6” x 1” x .25”

Steel bracket, angle, 3” x 3” x 1” x .25”

Finish, 1 coat varnish

Quantity Unit Material Labor Equipment. Mat. (+O&P) Lab. (+O&P) Equip. (+O&P) Total

39 Ea. 1,950.00 2,000.00 1,170.00 0.00 0.00 0.00 $ 5,120.00

1 Ea. 1,000.00 500.00 0.00 0.00 0.00 0.00 $ 1,500.00

1150 Lb. 900.00 700.00 0.00 0.00 0.00 0.00 $ 1,600.00

152 Ea. 456.00 500.00 0.00 0.00 0.00 0.00 $ 956.00

6 L.F. 120.00 100.00 0.00 0.00 0.00 0.00 $ 220.00

3 Ea. 60.00 50.00 0.00 0.00 0.00 0.00 $ 110.00

3 Ea. 60.00 50.00 0.00 0.00 0.00 0.00 $ 110.00

1 Day 0.00 200.00 300.00 0.00 0.00 0.00 $ 500.00

54 Ea. 2,700.00 2,000.00 1,620.00 0.00 0.00 0.00 $ 6,320.00

200 Ea. 100.00 400.00 0.00 0.00 0.00 0.00 $ 500.00

150 Ea. 150.00 400.00 0.00 0.00 0.00 0.00 $ 550.00

1 Ea. 500.00 200.00 0.00 0.00 0.00 0.00 $ 700.00

$ 18,186.00



101400000000 Custom Fabricated Sign, exterior


Waterproofing, 3 coats resin, 1 coat varnish

Steel support angle

U Bracket

Wire rope

Steel Cable System, open bracket

Steel Cable System, bridge socket

Crane for installation

102000000000 Custom Fabricated Ceiling, interior


Steel bracket, straight, 6” x 1” x .25”

Steel bracket, angle, 3” x 3” x 1” x .25”

Finish, 1 coat varnish

Quantity Unit Material Labor Equipment. Mat. (+O&P) Lab. (+O&P) Equip. (+O&P) Total

39 Ea. 1,950.00 2,000.00 1,170.00 0.00 0.00 0.00 $ 5,120.00

1 Ea. 1,000.00 500.00 0.00 0.00 0.00 0.00 $ 1,500.00

1150 Lb. 900.00 700.00 0.00 0.00 0.00 0.00 $ 1,600.00

152 Ea. 456.00 500.00 0.00 0.00 0.00 0.00 $ 956.00

6 L.F. 120.00 100.00 0.00 0.00 0.00 0.00 $ 220.00

3 Ea. 60.00 50.00 0.00 0.00 0.00 0.00 $ 110.00

3 Ea. 60.00 50.00 0.00 0.00 0.00 0.00 $ 110.00

1 Day 0.00 200.00 300.00 0.00 0.00 0.00 $ 500.00

54 Ea. 2,700.00 2,000.00 1,620.00 0.00 0.00 0.00 $ 6,320.00

200 Ea. 100.00 400.00 0.00 0.00 0.00 0.00 $ 500.00

150 Ea. 150.00 400.00 0.00 0.00 0.00 0.00 $ 550.00

1 Ea. 500.00 200.00 0.00 0.00 0.00 0.00 $ 700.00

$ 18,186.00



Design Fee DETAILArchitectural Services 45% of Hard Costs $ 41,400.00Construction Management 20% of Hard Costs $ 18,400.00Structural Engineering 10% of Hard Costs $ 9,200.00Mechanical, Electrical, Plumbing Engineering 20% of Hard Costs $ 18,400.00Kitchen Consultant 5% of Hard Costs $ 4,600.00

100% $ 92,000.00

Permits DETAIL 2 Rate Units Quantity TotalBuilding Commercial - New Construction 0.44 per square foot 0 $ 0.00 Commercial - Repairs, Alterations 78 up to 1k 1 $ 78.00

14 ea. add. 1k 98 $ 1,372.39Electric Outlets, Fixtures 38 (1-20) 1 $ 38.00 Panels, Disconnects 66 upto 400 amps 1 $ 66.00 Fire Pump 42 each 1 $ 42.00 For Signage 48 each 1 $ 48.00 Final Wiring Certificate 6 each 1 $ 6.00 Seasonal Lighting 78 each 0 $ 0.00HVAC 62 up to 1k 1 $ 62.00

10 ea. add. 1k 26 $ 263.66Sprinkler & Fire Alarms 78 up to 1k 1 $ 78.00

14 ea. add. 1k 28Demolition 78 up to 1k 1 $ 78.00

14 ea. add. 1k 36 $ 502.87Signage New Sign (minimum $48) 1.62 per square foot 560 $ 907.20 Alteration & Repair of Sign 56 each 0 $ 0.00 Seasonal Display 48 per year 0 $ 0.00 Sign Insp. & Maint. Certificate 42 per year 1 $ 42.00 Billboard Insp. & Maint. Certificate 60 per year 0 $ 0.00Permit Fees Certificate of Completion 0 none 0 $ 0.00 Plan Fees 3 per page 20 $ 60.00 Occupancy Placards 38 each 1 $ 38.00Occupancy Occupancy Permits (DCP) 40 each 2 $ 80.00 Temporary Occupancy Permits 40 each 0 $ 0.00Appeals Board of Standards & Appeals 163 per hearing 0 $ 0.00 Zoning - Residential Variance (DCP) 200 per hearing 0 $ 0.00 Zoning - Commercial Variance (DCP) 500 per hearing 1 $ 500.00 Zoning - Use Variance (DCP) 750 per hearing 0 $ 0.00Certificates Zoning Certificate 100 each 1 $ 100.00 Residential Rental Housing Permit 12 each 1 $ 12.00 Inspection for Safety

30 first unit 1 $ 30.0010 second unit 1 $ 10.00

5 additional units 2 $ 10.00Business Licenses Amusement (less than 500) 78 per year 1 $ 78.00 Vendor 670 per year 1 $ 670.00 Vendor (Entertainment) 670 per year 1 $ 670.00

$ 5,842.12

Legal DETAIL 5

AIA Form Contracts 6 189 100 documents per year 1 $ 189.00PLUS: Consultation for Edits 7 200 hourly 1 $ 200.00501(c)(3) 1,445 if income >$10,000 1 $ 1,445.00EIN Application 150 each 1 $ 150.00Bylaws & Resolutions 100 each 1 $ 100.00Certificate of Good Standing 85 each 1 $ 85.00Residential Lease 45 each 4 $ 180.00Partnership Agreements 129 each 2 $ 258.00

$ 2,607.00

Notes2 www.meanscostworks.com/4 www.city.pittsburgh.pa.us/BBI/assets/11_BBI_permit_fees.pdf5 www.legalzoom.com6 http://www.aia.org/contractdocs/forarchitects/7 http://blumlinggusky.com/about.html


Design Fee DETAILArchitectural Services 45% of Hard Costs $ 41,400.00Construction Management 20% of Hard Costs $ 18,400.00Structural Engineering 10% of Hard Costs $ 9,200.00Mechanical, Electrical, Plumbing Engineering 20% of Hard Costs $ 18,400.00Kitchen Consultant 5% of Hard Costs $ 4,600.00

100% $ 92,000.00

Permits DETAIL 2 Rate Units Quantity TotalBuilding Commercial - New Construction 0.44 per square foot 0 $ 0.00 Commercial - Repairs, Alterations 78 up to 1k 1 $ 78.00

14 ea. add. 1k 98 $ 1,372.39Electric Outlets, Fixtures 38 (1-20) 1 $ 38.00 Panels, Disconnects 66 upto 400 amps 1 $ 66.00 Fire Pump 42 each 1 $ 42.00 For Signage 48 each 1 $ 48.00 Final Wiring Certificate 6 each 1 $ 6.00 Seasonal Lighting 78 each 0 $ 0.00HVAC 62 up to 1k 1 $ 62.00

10 ea. add. 1k 26 $ 263.66Sprinkler & Fire Alarms 78 up to 1k 1 $ 78.00

14 ea. add. 1k 28Demolition 78 up to 1k 1 $ 78.00

14 ea. add. 1k 36 $ 502.87Signage New Sign (minimum $48) 1.62 per square foot 560 $ 907.20 Alteration & Repair of Sign 56 each 0 $ 0.00 Seasonal Display 48 per year 0 $ 0.00 Sign Insp. & Maint. Certificate 42 per year 1 $ 42.00 Billboard Insp. & Maint. Certificate 60 per year 0 $ 0.00Permit Fees Certificate of Completion 0 none 0 $ 0.00 Plan Fees 3 per page 20 $ 60.00 Occupancy Placards 38 each 1 $ 38.00Occupancy Occupancy Permits (DCP) 40 each 2 $ 80.00 Temporary Occupancy Permits 40 each 0 $ 0.00Appeals Board of Standards & Appeals 163 per hearing 0 $ 0.00 Zoning - Residential Variance (DCP) 200 per hearing 0 $ 0.00 Zoning - Commercial Variance (DCP) 500 per hearing 1 $ 500.00 Zoning - Use Variance (DCP) 750 per hearing 0 $ 0.00Certificates Zoning Certificate 100 each 1 $ 100.00 Residential Rental Housing Permit 12 each 1 $ 12.00 Inspection for Safety

30 first unit 1 $ 30.0010 second unit 1 $ 10.00

5 additional units 2 $ 10.00Business Licenses Amusement (less than 500) 78 per year 1 $ 78.00 Vendor 670 per year 1 $ 670.00 Vendor (Entertainment) 670 per year 1 $ 670.00

$ 5,842.12

Legal DETAIL 5

AIA Form Contracts 6 189 100 documents per year 1 $ 189.00PLUS: Consultation for Edits 7 200 hourly 1 $ 200.00501(c)(3) 1,445 if income >$10,000 1 $ 1,445.00EIN Application 150 each 1 $ 150.00Bylaws & Resolutions 100 each 1 $ 100.00Certificate of Good Standing 85 each 1 $ 85.00Residential Lease 45 each 4 $ 180.00Partnership Agreements 129 each 2 $ 258.00

$ 2,607.00

Notes2 www.meanscostworks.com/4 www.city.pittsburgh.pa.us/BBI/assets/11_BBI_permit_fees.pdf5 www.legalzoom.com6 http://www.aia.org/contractdocs/forarchitects/7 http://blumlinggusky.com/about.html

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Funding SourcesBank Loan A (See DETAIL) $400,000.00Bank Loan B (See DETAIL) $150,000.00Community Development Block Grant $100,000.00Brownfield Economic Development Incentive $10,000.00

$660,000.00

Loan B DETAILLoan Amount

Annual Interest RateLoan Period in Years

Number of Payments Per YearStart Date of Loan

$150,0005.00%

1512

Jan-12

Scheduled PaymentScheduled Number of Payments

Actual Number of PaymentsAnnual Payment

Total Interest

$1,186.19180180

$14,234.29$63,514.28

Loan A DETAILLoan Amount



$400,0004.50%

3012

Jan-12



Total Interest

$2,026.74360360

$24,320.89$329,626.85

IMP5.00)FUNDING

Funding SourcesBank Loan A (See DETAIL) $400,000.00Bank Loan B (See DETAIL) $150,000.00Community Development Block Grant $100,000.00Brownfield Economic Development Incentive $10,000.00

$660,000.00

Loan B DETAILLoan Amount



$150,0005.00%

1512

Jan-12



Total Interest

$1,186.19180180

$14,234.29$63,514.28

Loan A DETAILLoan Amount



$400,0004.50%

3012

Jan-12



Total Interest

$2,026.74360360

$24,320.89$329,626.85


FUNDING IMP5.01