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2721 WETMORE AVE MARQUEE APARTMENTS 2023-06-28
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2721 WETMORE AVE MARQUEE APARTMENTS 2023-06-28
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Last modified
6/28/2023 11:11:14 AM
Creation date
6/22/2023 9:57:45 AM
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Address Document
Street Name
WETMORE AVE
Street Number
2721
Tenant Name
MARQUEE APARTMENTS
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Component Performance Path, pq. 1 ENV-UA <br /> 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 <br /> Project Title: Marquee Apartments Date 0 3/14/2 019 <br /> Target Insulation Allowance For Building Department Use <br /> Fully Conditioned Space-Commercial,Group R,Mixed Use <br /> Calculation Adjustments <br /> None Applied <br /> Fenestration Area as%gross above-grade wall area Max.Target: 30.0% <br /> Skylight Area as%gross roof area Max.Target: 5.0% <br /> Vertical Fenestration Alternates: None Selected on ENV-SUM <br /> For Stand-alone Projects1334 Vertical Fenestration Net Wall <br /> Existing-to-remain Areas Skylights, Net Roof User Note <br /> Building Component Proposed UA Target UA <br /> Cavity+Cl 1 Plan/Detail#!U-factor Source&Table#` U-factor x Area(A) =UA(U x A' U-factor x Area(A)= UA(U x A) <br /> Y R= I 0.027 1 <br /> fii o R= , Above Deck Insulation U-0.027 <br /> R= <br /> -o R= 1 0.031 <br /> 00 R= 1 1Metal Building U-0.031 <br /> o 2 R= <br /> c° R=38 IA9.2/RC-5 '2015 WSEC Table A102.1 0.027 12116 327.1 0.027 12116 I 327.1 <br /> CC <br /> y R= 1 Joist/single rafter U-0.027 <br /> R= <br /> -.E. R= I 0.021 <br /> 0 R= Single raft,attic,other U-0.021 <br /> Q R= <br /> R=11 1A9.0/M-1-5 (Table A103.3.6.1(1) 0.108 232 25.1 0.055 I 232 1 12.8 <br /> . R= Steel/metal frame U-0.055 <br /> R= <br /> ✓ 0.052 j R= <br /> 00 R= j Metal Building U-0.052 <br /> R= <br /> R=19 1A9.1NV-7-1 'Table A103.3.1 (4) 0.062 852 1 52.8 0.054 24106 1 1301.7 <br /> Iv <br /> lil R=25 A9.1/W-10-1 1Table A103.3.1(8) 0.047 11707 550.2 <br /> Wood Frame,other U-0.054 <br /> o O R=25 A9.1NV-11-1 Table A103.3.1(8) 0.047 9421 442.8 <br /> o <br /> Q R=25 A9.0/C-2-4 Table A103.3.1 (8)-above 4 ft 0.051 523 26.7 <br /> 15 <br /> R=25 1A9.1/W-12-1 TableA103.3.1(8) 0.047 995 46.8 <br /> o R=11 A9.0/C-2-2 (Table A103.3.6.1(1)-above 4 ft 0.116 608 70.5 <br /> 0 R=13 1A9.0/C-1-1 Table A101.5 0.085 909 ! 77.3 0.104 I 3820 I 397.3 <br /> N R=13 IA9.0/C-1-4 Table A103.3.7.1(2) 0.085 1968 167.3 Mass Wall U-0.104 <br /> m R=0 A9.0/C-2-1 ;Table A103.3.7.1(2) 0.580 556 1 322.5 <br /> 2 R=0 A9.0/C-2-2 Table A103.3.7.1(2) 0.580 203 1 117.7 <br /> R=13 1A9.0/C-2-4 1Table A103.3.7.1(2) 0.085 184 15.6 <br /> j R=0 IA2.1-A2.4 TableA103.3.7.2 0.625 598 1 373.8 0.200 I 598 I 119.6 <br /> c R= 1 Mass Transfer Deck U-0.20 <br /> 21 1 <br /> R= 1 1 <br /> l R= I 0.078 I I <br /> o w R= Group R Mass Wall U-0.078 <br /> O R= <br /> n E R= 1 0.104 I I <br /> 7,3 <br /> o R= Assumed to be Mass Wall U-0.104 <br /> v R= <br /> F5 x R= � 0.078 I 1 <br /> o 'o R= I Assumed to be Mass Wall U-0.078 <br /> ma� ` <br /> 0 R= <br /> N R= I - 0.031 1 1 <br /> m R= Mass Floor U-0.031 <br /> w 2 R= <br /> Ef- N R= i ' 0.029 <br /> g R= Joist/Framing U-0.029 <br /> " R= <br /> Area' UA Area' UA <br /> Page 1 Subtotal 40872 2616 40872 2158 <br /> Component Performance Compliance (UA) UA COMPLIES <br />
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