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806.99 ° <br />S FUTURE 15 12 FUTURE p <br />• � 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 <br />.._.._.._.._.._.._.._.._..�..�..� <br />1 :25 FOR FIRST 50 OCCS. MALE & FEMALE <br />O <br />N <br />15.07 / 25 = .60 WC REQUIRED MALE & FEMALE <br />OFFICE LAV: <br />29 PARKING STALLS SHOWN <br />a <br />V1 <br />16' X 19' <br />I <br />15.07 / 40 = .38 LAV REQUIRED MALE & FEMALE <br />ELECTRIC <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />s ger Is <br />142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. <br />2 AGGESSIBLE STALLS PER TABLE 1106.1 <br />GONG. PAD 12'-011 <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />TRANSFORMER <br />172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE <br />0 <br />N <br />52 FUTURE PARKING STALLS <br />SHOWN <br />FOR DUST <br />FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED <br />e 4 <br />125th Si <br />a F <br />z z <br />b; <br />GOLLEGTOR 0 <br />T <br />FUTURE <br />8 16'0" X 41011 <br />• <br />J' <br />,; ')6 <br />,�_ �, ,�_ <br />O L L <br />GONG. APRON <br />F <br />--- <br />------- <br />�---�--- <br />I <br />- - <br />- - - - <br />- _ <br />ROOF HATG <br />250'-0" <br />EDGE OF <br />�MEZZ BELOW <br />• <br />• <br />---- <br />---J <br />I RTU <br />RTU <br />, <br />RTU <br />I ■ TBD <br />TBD v l <br />- - <br />- - - - <br />- <br />--%m-TE-30- <br />------------------ <br />• <br />w <br />• <br />---- <br />---, <br />IL V <br />z <br />.I <br />�L --- <br />--- <br />~ T <br />THRU ROOF, <br />VERIFY LOCATION <br />CV <br />(J3 <br />YV MEGH <br />POND <br />RTU <br />- <br />--, <br />RTU <br />�■ TBD <br />RTU <br />■ TBD <br />TBD ■ <br />---- <br />----' <br />POND FIT - VERIFY <br />WITH GIVIL <br />--- <br />• <br />- - - <br />O <br />• <br />TPR INS. <br />TPR INS. <br />-- - <br />(V <br />a 20" <br />Lr_0N1r:_ <br />APRON <br />.._.._.._.._.._.._.._.._..�..�..� <br />1 :25 FOR FIRST 50 OCCS. MALE & FEMALE <br />O <br />N <br />15.07 / 25 = .60 WC REQUIRED MALE & FEMALE <br />SITE / ROOF <br />SCALE: 1" = 30'-0" <br />PLAN (I <br />CODE REVIEW BASED ON 2015 MSBC (IBC 2012) I <br />OCCUPANCY TYPE: F2 LOW HAZARD FACTORY INDUSTRIAL <br />S2 LOW HAZARD STORAGE <br />B OFFICE <br />CONSTRUCTION TYPE: IS <br />SPRINKLED: YES <br />BUILDING AREA: 36,854 SF (FOOTPRINT) <br />ALLOWABLE AREA: 23,000 SF <br />AUTOMATIC SPRINKLER INCREASE: 300% = 69,000 SF <br />ALLOWABLE STORIES: 3 PLUS MEZZANINE <br />OCCUPANT LOAD : OFFICE: 3,014 SF @ 100 SF/OCC. = 30.14 OCCS. <br />1 EXIT REQUIRED,- 1 EXIT PROVIDED <br />MANUFACTURING: 22,880 SF @ 200 SF/OCC. = 114.4 OCCS. <br />2 EXITS REQUIRED,- 4 EXITS PROVIDED TD = 40OFT <br />WAREHOUSE: 10,960 SF @ 500 SF/OCC. = 21.92 OCCS. <br />MEZZANINE (WHSE) : 2,960 SF @ 500 SF/OCC. = 5.92 OCCS. <br />2 EXIT STAIRS REQUIRED PER TABLE 1014.3; 2 EXIT STAIRS PROVIDED <br />TOTAL OCCUPANT LOAD: 39,814 SF 172.38 = 173 TOTAL OCCS. <br />PARKING STALLS REQUIRED: OFFICE: 3,014 SF / 200 = 15 +3 = 18 STALLS <br />WAREHOUSE: 10,960 SF / 1500 = 7 STALLS <br />MANUFACTURING: 22,880 SF / 500 = 46 + 8 = 54 STALLS <br />MEZZANINE: 2,960 SF / 1500 = 2 STALLS <br />TOTAL PARKING STALLS REQUIRED: 81 STALLS <br />HANDICAP SPACES REQUIRED: 4 SPACES MINUMUM <br />PLUMBING FIXTURE REQUIREMENTS <br />OFFICE WC: <br />1 :25 FOR FIRST 50 OCCS. MALE & FEMALE <br />30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. <br />15.07 / 25 = .60 WC REQUIRED MALE & FEMALE <br />OFFICE LAV: <br />1 :40 FOR FIRST 80 OCCS. MALE & FEMALE <br />a <br />V1 <br />30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. <br />Creek Purl. �c 65y� <br />$t <br />15.07 / 40 = .38 LAV REQUIRED MALE & FEMALE <br />MFG/WHSE WC: <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />s ger Is <br />142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. <br />172.16/ 100 = .71 WC REQUIRED MALE & FEMALE <br />MFG/WHSE LAV: <br />1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. <br />142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. <br />172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE <br />0 <br />WC REQUIRED: .60 + .71 = 1.31 = 2 WC REQUIRED MALE & FEMALE <br />H�sgr <br />WC PROVIDED: MALE: 2 WC + 1 URINAL +.5 UNISEX WC = 3.5 WC PROVIDED <br />FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED <br />LAV REQUIRED: .38 + .71 = 1.09 = 2 LAV REQUIRED MALE & FEMALE <br />LAV PROVIDED: MALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV <br />FEMALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV <br />(1) SERVICE SINK PROVIDED <br />(1) HI -LOW DRINKING FOUNTAIN PROVIDED <br />(1) EMERGENCY EYE WASH PROVIDED <br />O <br />N <br />O <br />0 <br />N <br />0 <br />.. -.. -.. -.. -.. -..-...................................... -..1 <br />I <br />-75'r MINIMUM <br />I <br />- - - - - - - - ----------- <br />I <br />I <br />GRRS I I <br />55'r NO TRUGIGS BEYOND I <br />MINIMUM THIS POINT I ' <br />TRU KS I • <br />I I� <br />M <br />O I ILO <br />160'-0" X 125'-0" • CV <br />N I FUTURE EXPANSION ' <br />I <br />161011 X 41011 I • <br />GONG. APRON <br />-------------- ------ <br />in 55'r <br />MINIMUM <br />O � <br />iin M <br />O <br />M <br />m <br />PROPOSED IMPROVEMENT FOR - <br />Western Spring <br />Manufacturing <br />Lot 2, Block 1 Bald Eagle <br />Industrial Park Sixth Addition <br />Washington County, Minnesota <br />PROPOSED BY - <br />SHAW <br />CONSTRUCTION <br />7685 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />W W W.SHAWCONSTR U CT.COM <br />SHEET TITLE: <br />SITE PLAN & CODE REVIEW <br />CITY SUBMITTAL <br />DATE: REVISION NO. <br />04-06-17 <br />DRAWN BY: <br />SHEET 70. <br />Al <br />OF 4 SHEETS <br />VICINITY MAP <br />o - <br />a <br />V1 <br />Creek Purl. �c 65y� <br />$t <br />WESTERN SPRING <br />s ger Is <br />II MANUFACTURING <br />W 130th 5t N +firth St N <br />z f' Pi <br />� imbue. <br />PenCs Pell <br />0 <br />!b <br />4 c: <br />426th zrm <br />H�sgr <br />' <br />r c. a <br />�f <br />e 4 <br />125th Si <br />a F <br />z z <br />b; <br />PROPOSED IMPROVEMENT FOR - <br />Western Spring <br />Manufacturing <br />Lot 2, Block 1 Bald Eagle <br />Industrial Park Sixth Addition <br />Washington County, Minnesota <br />PROPOSED BY - <br />SHAW <br />CONSTRUCTION <br />7685 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />W W W.SHAWCONSTR U CT.COM <br />SHEET TITLE: <br />SITE PLAN & CODE REVIEW <br />CITY SUBMITTAL <br />DATE: REVISION NO. <br />04-06-17 <br />DRAWN BY: <br />SHEET 70. <br />Al <br />OF 4 SHEETS <br />