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HomeMy WebLinkAboutLand Use Case.521 E Hyman Ave.0062.2012.ASLUl,<F el'GFRM1,N AR'<I F,' lRC!-'TF:^, 7,, F.C. FiTtelelaviv11ig1•Zi]►JJ:1 DIFFUSED DOWNWARD WALL SCONCE MECH ENCLOSURE -01, ZINC CLAD ELEVATOR & STAIR PENTHOUSE BEYOND GLASS RAILING W/O TOP CAP Wil � II •- �:- ii �� II �� I®I= I I��1®III! • - Hill 111111iI Hill60 -HV4 __ _ -_ — — — I DOWNWARD WALL SCONCE RAW CMU BLOCK TO MATCH EXISTING I CEILING MOUNTED RECESSED DOWNLIGHT ALLEY ELEVATION I , COLORED CMU GLAZED TERRA COTTA BELOW STEEL HEADER SECOND FLOOR 14'-0" PAINTED STEEL HEADER ALUMINUM STOREFRONT WITH KYNAR FINISH I K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415.371-1850 FAX 212- 268- 5679 WWW.IKBA.COM W PROJECT NO: 11015 ISSUE DATE: 0 0 DRAWN BY: 0 z= o� SM CL DESIGNED BY: JT Q NO. REVISION DATE i I EXTERIOR ELEVATIONS 1/8" = 1'—O'1 S I A 9 2 a v N PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT S I A 9 2 a v N /GFRA✓ZN RQR"/F:' /-PCH/TFCTS, n.C. GLASS RAILING W/O TOP RAIL o MECH ENCLOSURE 46,-1„ COPING AT'CORNER'BUILDING GRADE LINE 0- 41'-7" OFFSET 41' TOP OF COPING LANDING- 38' - 4" - - -. ELEVATOR MEZZA E 37' - 3,. Ljk THIRD FLOOR 26'- GLAZED 6'-GLAZED TERRA COTTA BATTENS & NATURAL TERRA COTTA @ SPANDRELS ' i SECOND FLOOR 14'-0" GLAZED TERRA COTTA RAINSCREEN ALUMINUM STOREFRONT o WITH KYNAR FINISH (TYPICAL) co FIRST FLOOR -- 01-01, DOWNWARD WALL SCONCE CEILING MOUNTED RECESSED DOWNLIGHT ELEV PENTHOUSE & NORTH STAIR) 51' - 0" STAIR PENTHOUSE (SOUTH) - - 49' - 0" COPING AT'CORNER' BUILDING yl -U LANDING 38'- 4" GLASS RAILING W/O TOP RAIL THIRD FLOOR 26' - 0" - - GLAZED TERRA COTTA SILL — DIFFUSED DOWNWARD WALL SCONCE POWDER COATED STEEL COLUMNS ZINC CLADDING ZINC CLAD CHIMNEY WITH STONE CAP CEILING MOUNTED RECESSED DOWNLIGHT ------------------ �. HYMAN AVE. ELEVATION BRICK VENEER CHIMNEY WITH STONE CAP ZINC CLADDING @ STAIR & ELEVATOR STAINED WOOD MECHANICAL ENCLOSURE _ ZINC CLAD STAIR PENTHOUSE GLASS RAILING / W/O TOP RAIL. I 1 fl] l� 1 t,- -I 1 - = _1 titiff SECONDFLOOR - 14' - 0" POWDER COATED STEEL HEADER FIRST FLOOR 7 I 0. 4.1 0" ALUMINUM STOREFRONT WITH KYNAR FINISH (TYP.) POWDER COATED STEEL HEADER SECOND FLOOR - - - - - - - - - 14'-0„ DOWNWARD WALL - SCONCE I - i I I -11 I -�i! --- - ---, _.- --- -� - - _ _ FIRST FLOOR 0'-0" CEILING MOUNTED RECESSED DOWNLIGHT HUNTER ST. ELEVATION I K E KLIGERMAN BARKLEY ARCHITECTS, P.C, 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371-1850 FAX 212- 268- 5679 WWW,IKBA.COM W EXPOSED WOOD 11015 TRUSS 0 WOOD FRAMED UL. WINDOWS f RESTORED CMU DESIGNED BY: BLOCK WALL � Q F �. HYMAN AVE. ELEVATION BRICK VENEER CHIMNEY WITH STONE CAP ZINC CLADDING @ STAIR & ELEVATOR STAINED WOOD MECHANICAL ENCLOSURE _ ZINC CLAD STAIR PENTHOUSE GLASS RAILING / W/O TOP RAIL. I 1 fl] l� 1 t,- -I 1 - = _1 titiff SECONDFLOOR - 14' - 0" POWDER COATED STEEL HEADER FIRST FLOOR 7 I 0. 4.1 0" ALUMINUM STOREFRONT WITH KYNAR FINISH (TYP.) POWDER COATED STEEL HEADER SECOND FLOOR - - - - - - - - - 14'-0„ DOWNWARD WALL - SCONCE I - i I I -11 I -�i! --- - ---, _.- --- -� - - _ _ FIRST FLOOR 0'-0" CEILING MOUNTED RECESSED DOWNLIGHT HUNTER ST. ELEVATION I K E KLIGERMAN BARKLEY ARCHITECTS, P.C, 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371-1850 FAX 212- 268- 5679 WWW,IKBA.COM W 11015 ISSUE DATE: OCTOBER 5, 2012 0 � UL. co 0 zU 0 DESIGNED BY: CL � Q Q NO. REVISION DATE EXTERIOR ELEVATIONS 1/8" =1'-0" PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT SIA -8 2 © CO ;RIGHT ?09,�' Ir<F <UGFRWN I-RCHITFCLS, ZC. 102 2 3 ROOF TERRACE PLAN 1 1/811 = 1'-01, I K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371- 1850 FAX 212.268- 5679 WWW.IKBA.COM W rvo ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: 0 U a ZIft 0 wCL 22L-- -- -- __ V) 102 2 3 ROOF TERRACE PLAN 1 1/811 = 1'-01, I K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371- 1850 FAX 212.268- 5679 WWW.IKBA.COM W rvo ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: 0 U a ZIft 0 wCL � Q V) Q NO. REVISION DATE ROOF TERRACE PLAN 1/8" =1'-0" PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT SIA -7 i -i IICF 01rFRMAN R, AR,<I F )' ARCI /I TEC LS, P.C. DESIGN DEVELOPMENT SHARED TRASH CHUTE I I I I` TERRACE TERRACE i O O O O O O I I I i I I I I I I ? r DN � UP I I I I I I I UNIT 2 F I SHAFT I I I I I SHARED VESITBULE I nj DPI ELEVATOR ELEVATR �I - i - BZOW\ TTT---- L --- I I I --- I i UP I F — — —— -- -- - - - - - - - - - - - - - - - - - - - - - - - UNIT 1 - - - - - TERRACE EXPOSED TRUSS ---1 --- DN ------------ DN H5UiJU_OcN �� 1 I -AlIi� ------�''�i ------- -------------------SIYLIGH ELOW TERRACE O O O O O 4 THIRD FLOOR PLAN 1/8"-1-0 2a JII iY W U J K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415.371.1850 FAX 212.268.5679 I WWW.IKBA,COM 0W U 0 0 z� W� CL 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH I I DESIGNED BY. � Q K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415.371.1850 FAX 212.268.5679 I WWW.IKBA,COM 0W U 0 0 z� W� CL NO. REVISION DATE THIRD FLOOR PLAN 11 1 11 PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY. � Q Q NO. REVISION DATE THIRD FLOOR PLAN 11 1 11 PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY. 1T �ll(FRIWN AR lF)' ARCH/TFCT.S, !Z C. SECOND FLOOR PLAN 1/8" = 1'-0" I K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371-1850 FAX 212- 268- 5679 WWW.IKBA.COM W 11015 ISSUE DATE: OCTOBER 5, 2012 070 0 SM, BH coUL. 0 z� 0 DESIGNED BY: CL � Q Q NO. REVISION DATE SECOND FLOOR PLAN 1/8" =1'-0" PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT SIA -5 2 © WF 11/GFRM,4N R,AR�1Fi' LRCHITFCT5,, P.C. M N M 0 M 9,4, - n,, MIMIM 0'-7" 7'-3" 22'-0" 30'-6" 29'-0" 29'-8" 1 FIRST FLOOR PLAN 1/811 = 1'-0" 118'- 5" ---------------, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LITTLE ANNIES RESTAURANT (NIC) I I I I I I I I I I I I I I I I I I I I I ---------J I K E KLIGERMAN BARKLEY ARCHITECTS, P,C, 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371-1850 FAX 212- 268- 5679 WWW.IKBA.COM W DC ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: U 0 z� 0 DESIGNED BY: a JT SIA -4 Q NO. REVISION DATE FIRST FLOOR PLAN 1/8" =1'-0" PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT SIA -4 DESIGN DEVELOPMENT * Note: These decommissioned commercial spaces require additional land use approval prior to use and occupancy. Prior to building permit issuance, the decommissioned spaces shall be deemed uninhabitable to the satisfaction of the Zoning Officer. I I II I UP_ DECOMMISSIONED DECOMMISSIONED COMMERCIAL SPACE* SPACE* MECH. COMMERCIAL STORAGE-- -- x ----+ L -STAIR 1--- L---J i--- r - -- r--- --- - SHAFT ---�L____ ABOVE AN ----- ELEV. MECH. COMMERCIAL STORAGE CORRIDOR >' RES. MECH. ELEV.2 0� ELEV.1 i II POOL EQUIP. VEST _ I I I I _ II STAIR 3 Z I UP I O I _ 0 o RETAIL I u II Z _ I T) w I' I \J M I I I TTL I TANK I' ii M I i I NEW CONSTRUCTION EXISTING BUILDING z .J 9 F Z V 1 BASEMENT FLOOR PLAN U O_ i N a J U w Y I K E KLIGERMAN BARKLEY ARCHITECTS, P,C, 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371- 1850 FAX 212- 268- 5679 WWW.IKBA.COM W 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: U 0 z� 0 w CL Iii Q N Q NO. REVISION I DATE BASEMENT FLOOR PLAN 1/8" =1'-0" PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT SIA -3 aised marble bench ranite block paver /Inset marble • i� J �I. �L . � . �� . i.. Vii. F.ii Jfi'. ii Fes( i �f.i�. ii F�.i .� J�ii .i.i��. ii J�.s • r� . � . � . � . 4I4 I� a a Grass Q Q -Belgian Block `���\\\11111111///%/'' p \ ))'a \ o D p D Benton Pedestrian Amenity Space N.T.S For Planning Purposes Only, Not Construction 0 STAN CLAUSON ASSOCIATES, INC 2012 Angle of repose, varies per project specifications Backfill to limits of excavation, installed in 8"(200mm) max. lifts (2 lifts per cell), compacted to 95% 1/4' HICK X 2' STEEL TAB SLOTTED 7/16' X 3/4= -- FOR CONCRETE ANCHOR T P. 8 PLCS. PER FRAME) 0 CONCRETE ANCHOR BOLT (BY INSTALLER) -1.L I — I1-111 SECTION TREE GRATE FRAME TE 6"(150mm) KEY PLAN (for reference only) n . I I r IA/ N.T.S. 4"(100mm) concrete -4"(100mm} aggregate base course Geotextile, 18"(450mm) minimum overlap past excavation 3"(75mm) compost between Silva Cell deck and planting soil, or 1"(25mm) air space 18"(450mm) E Concrete base course per ►� \\ \\ \\ \\ \\ \\ \ project specifications re w dell dec s to frames after snapping in place (typ.) Geogrid. 'J' 6"(1 0mm) minimum below backfill at base. i.n + N \ Overlap 12"(300mm) minimum at top of Cells. ackfill, installed in 8"(200mm) max. lifts (2 lifts per cell), compacted to 95% 3/16" x14"(5mm x 350mm) zip ties, attaching Geogrid to Silva Cells at each level and at Cell deck Anchor each Silva Cell to ground with (4) 10" (250mm) spike,<10mm dia., see Cell base for spike hole Silva Cell base slope to max. 5% Geotextile on compacted subgrade. NOTE that geotextile is not required if determined by qualified professional. See specifications. Planting soil per Silva Cell specifications, installed in 8"(200mm) lifts (2 lifts per cell) 4"(100mm) aggregate sub base, compacted to 95% or by 3 passes with plate compactor, whichever is greater. Connect to storm drain for positive drainage Subgrade below geotextile and aggregate base course, compacted to 95% or by 3 passes with plate compactor, whichever is greater GENERAL DETAIL TO BE REVIEWED BY PARKS AND ENGINEERING AT BUILDING PERMIT .qilva (1P11 .48,0000- 2%, 48,0000-{ 24.0000 BE IEFi 1,5000 - 0.5001 1.2500 IBS \ 1/2' x V x 1/4' THICK GRINDING PADS ❑R LEVELING — TYP. 4 OR MORE PLACES Tree Grate - Ironsmith Part No. 4814-1 4' X 1-3/4' X 1/4' STEEL ANGLE PAVER N.T.S. C14800FA 48 3/4''0/8 48 3/4±0/8 L_JL—JL_JL-1 �I II II II I� �I II II II I� U IL _ JL _ JL _ JL _ J� o v) C O Tro.a..,au.,,�eoa...�m�n.a.*w�..�artaasxcrkwc. n,�o..en,c. wa.>;x. maruwTn +.w..aroa.cuan.ye..sc..w aa�n �gne,ayaaq u»s.mo «nmmeM �..enea. m,. � II II II II I� I• ittepVq di.IXOwYp lblb Wpply 4aukM s.n Nlmsuwx. raperJrpdbeiry w�euNafneE palma bi[sryasUallpO-^M leelus pe4.e.bON 00kgnMan.. saes". TAe lnbrn,l6m NAsbmwq my0s w.B.¢0 wmalNit} a 1. pv1 W D.ks4Des� p Tree II II I �.rrn. ►., �. wf`•w ;r—Ir—Ir—fir-11 I II \--4 —JL_JL_J� idewl lkl C::) E- KEY PLAN (for reference only) n . I I r IA/ N.T.S. 4"(100mm) concrete -4"(100mm} aggregate base course Geotextile, 18"(450mm) minimum overlap past excavation 3"(75mm) compost between Silva Cell deck and planting soil, or 1"(25mm) air space 18"(450mm) E Concrete base course per ►� \\ \\ \\ \\ \\ \\ \ project specifications re w dell dec s to frames after snapping in place (typ.) Geogrid. 'J' 6"(1 0mm) minimum below backfill at base. i.n + N \ Overlap 12"(300mm) minimum at top of Cells. ackfill, installed in 8"(200mm) max. lifts (2 lifts per cell), compacted to 95% 3/16" x14"(5mm x 350mm) zip ties, attaching Geogrid to Silva Cells at each level and at Cell deck Anchor each Silva Cell to ground with (4) 10" (250mm) spike,<10mm dia., see Cell base for spike hole Silva Cell base slope to max. 5% Geotextile on compacted subgrade. NOTE that geotextile is not required if determined by qualified professional. See specifications. Planting soil per Silva Cell specifications, installed in 8"(200mm) lifts (2 lifts per cell) 4"(100mm) aggregate sub base, compacted to 95% or by 3 passes with plate compactor, whichever is greater. Connect to storm drain for positive drainage Subgrade below geotextile and aggregate base course, compacted to 95% or by 3 passes with plate compactor, whichever is greater GENERAL DETAIL TO BE REVIEWED BY PARKS AND ENGINEERING AT BUILDING PERMIT .qilva (1P11 .48,0000- 2%, 48,0000-{ 24.0000 BE IEFi 1,5000 - 0.5001 1.2500 IBS \ 1/2' x V x 1/4' THICK GRINDING PADS ❑R LEVELING — TYP. 4 OR MORE PLACES Tree Grate - Ironsmith Part No. 4814-1 4' X 1-3/4' X 1/4' STEEL ANGLE PAVER N.T.S. C14800FA 48 3/4''0/8 48 3/4±0/8 Ln U �i�' v1 O 0 0 o v) C O Tro.a..,au.,,�eoa...�m�n.a.*w�..�artaasxcrkwc. n,�o..en,c. wa.>;x. maruwTn +.w..aroa.cuan.ye..sc..w aa�n �gne,ayaaq u»s.mo «nmmeM �..enea. m,. er.roi Ceroe.a+wey a3 bsxlnp besOmAbOUMe m.Nderf6ol,aeYoraMp bra+px#c Nurse mq Wrccgw<eP...M PYm Gaa�.GBT200 ittepVq di.IXOwYp lblb Wpply 4aukM s.n Nlmsuwx. raperJrpdbeiry w�euNafneE palma bi[sryasUallpO-^M leelus pe4.e.bON 00kgnMan.. saes". TAe lnbrn,l6m NAsbmwq my0s w.B.¢0 wmalNit} a 1. pv1 W D.ks4Des� p (800)330.ITt8 (16p)TM3CE0 Fos WITH ANCHOR 4- FOR PAVERS WITH CONCRETE BASE ANCHORAGE PROVIDED BY 1/4" THICK x 2" STEEL TABS SHOP WELDED TO FRAME TABS SLOTTED 7/16" x 3/4" FOR CONCRETE (WEDGE ANCHOR BY INSTALLER) FRAME JIG WELDED FROM 1-3/4" x 1-3/4" x 1/4" STEEL ANGLE FRAMES CAN BE HOT DIPPED GALVANIZED OTHER INSTALLATION CONFIGURATIONS AVAILABLE Tree Grate Frame - Ironsmith Part No. 4800-F-4 N.T.S N r-- Ln U �i�' v1 O 4� o v) C O U a� 0 0 cl� U on Ln �i�' v1 4� 4� o U a� E I O Q 00 Q U V) Q +� �.rrn. ►., �. wf`•w 4� C::) E- o00 V) U on �i�' v1 C�o E I O Q 00 c d �.rrn. ►., �. wf`•w pQ V C::) E- o00 Q 00 V 4 curl g a 3 O N N C� 4 0 C/ -)a _ N w u N � N 10 U-, Q u Q O Z O N N @ ..—. Cly_° N o\ o r s APPENDIX C ASPEN CORE SIA PLANS (517 EAST HYMAN AVENUE, 521 EAST HYMAN AVENUE, AND THE PARKING LOT ON THE CORNER OF HUNTER AND HYMAN STREETS) PARCEL OF LAND SITUATED IN THE NW 1/4 OF SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO VICINITY MAP SHEET INDEX: SIA - 0 SIA - 1 SIA - 2 SIA - 3 SIA - 4 SIA - 5 SIA - 6 SIA - 7 SIA - 8 SIA - 9 SIA - 10 SIA - 11 TITLE SHEET STREETSCAPE / LANDSCAPE PLAN STREETSCAPE DETAILS BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN ROOF TERRACE PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FAR CALCULATIONS NET LEASEABLE/NET LIVABLE CALCULATIONS ^,Q/7;PICH7 ;07,;' I,CF r(IIGFRMAN RARrCIF�' I-RCh9TFC TS, P.C. SECOND FLOOR NET LEASABLE 3 1/16" = 1'-0" ni-___.j -r_--i- ^--.-- THIRD FLOOR NET LEASABLE 4 1/16" = 1'-0" FIRST FLOOR NET LEASABLE 1/16" = 1'-0" ant __J NET LEASEABLE/NET LIVABLE CALCULATION CHART Allowable Square Footage (per ordinance 5 series of 2012) Lot size: 75'x 100'= 15,000 sf Commercial allowable: 1.5 x 7,500 = 24,055 sf (22,153 net leasable area) Residential: 8,950 (7,605 sf net livable area) Total allowable floor area: 33,005 sf LEVEL COMMERCIAL RESIDENTIAL COMMERCIAL NET LEASABLE NET LIVABLE STORAGE BASEMENT 4,872 SF 0 SF 148+604 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: i = 752 SF FIRST 1,745+3,472+1,595+ 0 SF i FLOOR 2,460 0 SF JT = 9,272 SF SECOND 4,780+1,429+932= 996+581 j 164 SF FLOOR 7,141 SF = 1,577 SF THIRD 0 SF 4,907+961= 0 SF FLOOR 5,868 SF ROOF 0 SF 0 SF i 0 SF SUB- 4,872+9,272+7,141 1,577+5,868 752+164 TOTAL = 21,285 SF =7,445 SF = 916 SF commercial: 21,285+916 = 22,201 SF TOTAL NET residential: 7,489 SF (unit 1: 996+4,907 = 5,903 sf LEASABLE unit 2: 581+961 = 1,542 sf) BASEMENT NET LEASABLE 1/16" = 1'-0" I K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371- 1850 FAX 212.268.5679 WWW.IKBA.COM NO. REVISION DATE NET LEASABLE/ NET LIVABLE CALCULATIONS As indicated PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: JT SIA -11 2 CCI )RICHT i01 bcF N RAR�1Fi LRCHITFCT.S, /'.C. (TERRACE BELOW) I I I �I UNIT 2 - ROOF TERPik s 1153 SF I I W I M I M N SPA G P LANDSCAPING PEBBLES 0 � I I ° Res. Mech. L ELEV 29 SF ELEVATOR BELOW T 1 - ROOF TERRACE 2496 SF I --- t27SF ,., (TERRACE I SPA BELOW) ;PEBBLES - - - •- PLANTED ROOF TERRACE •a, - BELOW) ROOF TERRACE FAR 5 1 /16" =1'-0" Terrace 668 SF C G O O 0 0 Unit 1 5039 SF 55 UP FLOOR AREA CALCULATION CHART (GROSS) Allowable Square Footage (per ordinance 5 series of 2012) Lot size: 75'x 100'= 15,000 sf Commercial allowable: 1.5 x 7,500 = 24,055 sf (22,153 leasable) Residential: 8,950 (7,605 sf usable) Total allowable floor area: 33,005 sf Allowable roof deck (per ordinance 5): 5,622 sf Allowable deck exemption: 15% of 8,950 = 1,343 sf LEVEL COMMERCIAL RESIDENTIAL NON UNIT ROOF DECK DECK COMMERCIAL RESIDENTIAL COMM. EXEMPTION COMMON AREA COMMON AREA MECH. RES. COMM. MECH. STORAGE GARAGE BASEMENT 5,096 SF 0 SF 1,194+152 167+160 (640+151- 0 SF 0 SF (0+151)151 SF 948 SF = 327 SF 151 = 1,346 SF = 791-151) 640 SF Res common Area FIRST 1,816+3,793+1,709 0 SF 1,384 +3000 SF 0 SF 0 SF 0 SF 55 SF 29 SF 0 SF 1068 SF 93 SF FLOOR = 10,318 SF Terrace 354 SF I 4,924+1,451+ 1,080 + 686 1 045 SF 194+111+113 73 SF 54 SF 29 SF SECOND 692+121 _ 0 SF = 418 SF 166 SF FLOOR - 1,766 SF = 7,188 N U Unit 2 _ THIRD 0 SF 5,039+993= 0 SF -55+93 29 SF 0 SF FLOOR 0 SF 668+354+707 - 148 SF 0 SF 993 SF pLANTEDROOF _ 6,032 SF = 1,729 SF 2,496+1 153+ 273+72+212 29 SF ROOF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF rea = 3,649 SF = 557 SF D HT11 "'111N11 I t ELEVATOR 1 CATAGORY _ 1,729+3,649 557 SF 418 SF 73+148 55+54 29+29+29+29 1,068-500 =568 -r- BELOW I 10,318+7 188 1,766+6,032 1384+1045 5,378 SF deck (<allowable 568-500=68 -- I SUB = 17,506 SF 7,798 SF 2,429 SF (<allowable 5,622 exepmtion = 221 SF = 109 SF = 116 SF 166 SF 68+250 F= Res. Mech. TOTAL per ord. 5) of 1,343) = 318 SF* 29 SF commercial: 17,506+418+109+166 = 18,199 + 2,088 Non -Unit** = 20,287 SF G TOTALS residential: 7,798+221+116 = 8,135 + 659 Non -Unit** = 8,794 SF (see break -down for individual units below) Total FAR = [20,835-548] 20,287 + 8,794 = [29,629-548] 29,081 SF THIRD FLOOR FAR 4 1/16" = V-0" SECOND FLOOR FAR Terrace 707 SF *Per Ordinance 27, table 26, we are allowed an exemtion of 250sf plus 50% of remaining area up to 500 sf per unit. s **NON -UNIT CALCULATION Commercial: 5,096+17,506+418+948+109+640+166 = 24883 (gross, including basement) Residential: 7,798+221+116 = 8,135 (gross) Total for non -unit calci 24883 + 8,135 - - 33048 - - Commercial = 76% (24883/33048) Residential = 24% (8,135/33048) Non Unit = 2,429+318 = 2,747 Commercial = 2,747 x.76 = 2,088 SF Residential = 2,747 x.24 = 659 SF RESIDENTIAL UNIT TOTALS: unit 1: 1,080 + 5,039 = 6,119 6,119 / 7,798 = 78% unit 2: 686+993 = 1,679 1,679 / 7,798 = 22% Shared residential FAR = 221+116+659 = 996 SF Unit 1 = 6,119 + (996 x.78) = 6,896 SF Unit 2 = 1,679 + (996 x.22) = 1,898 SF Decommissioned Space it I I Comm. Storaqe Up I 640 SF Decommissioned Space* 511 SF F Res. Stora -y-L on -unit Med 151 SF I 152 SF Non -Unit 1194 SF mmercial Mech. 948 SF Res. Mech. 1 SF Pool Equip. I 160 SF u�l ` FIRST FLOOR FAR 2 1/16" = 1'-0" Retail 5096 SF BASEMENT FAR 1 1/16" = V-0" * See Note on SIA -3 I K E KLIGERMAN BARKLEY ARCHITECTS, P.C. 427 BRYANT STREET SAN FRANCISCO, CA 94107 TEL 415- 371-1850 FAX 212- 268- 5679 WWW.IKBA.COM Uj 11015 ISSUE DATE: 0 0 coUL. 0 Z� 0 SM CL � N Q SIA -10 Q N0. I REVISION DATE FAR CALCULATIONS As indicated PROJECT NO: 11015 ISSUE DATE: OCTOBER 5, 2012 DRAWN BY: SM, BH CHECKED BY: SM DESIGNED BY: 1T SIA -10