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b / ~ y WALL TYPES: KEY NOTES: 13 13.8 14 1~ ~ ~ I 14.7 15 16 16.9 17 2 1 1/2" METAL STUDS TO UNDERSIDE OF 1. FLOOR DRAIN -DISH OUT SLAB. 22'_0" 12'-0" 33'-10" ~~_4„ I DECK ABOVE W/ 5/8 GYP. BD. ONE 2 ,8 14'-4" 19'-6" 6'-10" SIDE -NOT RATED 2• HIGH/LOW E.W.C. 6'-10" 2'-0~~ 8'-0' 4'-0" 8'-0" 2'-8~~ 7'-4" 2'-8~~ '-4" 2'-8° 7'-4" 2'-8~~ 12'-4" "x ANIT R' INK - PR UI FRP 7_4~ 2 4'_8' i 3. 36 36 J O S S 0 DE A4o7 21'-8° 2'-10" 2'-11" A407 2A 1 1/2" METAL STUDS TO UNDERSIDE OF WAINSCOT TO 4'-0" A.F.F. 2'-11" 1'-0" DECK ABOVE W/ 5/8" GYP. BD. EACH 4. ELECTRICAL PANELS -SEE ELEC. PLANS ~ „ 10'-9° 5'- " 3'-0..3'-0,.3,-0.,3.-0., 12 _ 4 -4 7 -4 2 -8 7 -4 N SIDE - 1 HOUR RATED a 12 ~ - I ~ - - ° 5. INTERIOR ROOF DRAINS TO STORM SEWER i 12 in ~t ~ ~ _ ~ - i _o - - a 4" C-H SHAFTWALL STUDS WITH 1 g• EXTERIOR BOLLARD BUILDING LASTING RELATIONSHIPS - o i - - - LAYER OF 5/8" G.B. AND 1" CORE BD. `~S. 9 ~ N i .I o 7. PIPE BOLLARD D° i~ ~ ~ 1'-4" ~ I i I ~ , - ~ ° ~ A I 12 _i 5 3 5/8" METAL STUDS TO UNDERSIDE OF 8. FIRE DEPT. CONNECTION i 1 1 1 1 2 2 8 2 2 ~ 0 In 1 A 13 i6A 13 16A 13 6 ~ ~ ~ 12 ~ 12 12 12 12 8 12 8 12 8 12 8 DECK ABOVE W/ 5/8" GYP. BD. EACH 21'_1„ - - - - - - I ~ I I _ _ _ _ _ _ SIDE - NOT RATED 9. GAS METER ~ ~ 10. PROVIDE 3'-6" HIGH GUARDRAIL AT TOP OF ~ 8 0 o ~ RETAINING WALL , 8'-0" ~ ~ 8 - ~ ~ N - A 3 5A 3 5/8" METAL STUDS TO UNDERSIDE OF RYAN COMPANIES US INC. N 8 8 DECK ABOVE W/ FULL TH. SOUND GATT 11. SPRINKLER RISERS -4' 9~_2~ 21'-3° 25'-4" 28 -4 6'-4° INSUL. AND 5/8" GYP. BD. ONE SIDE 12. PAINTED METAL FRAMED TRELLIS ABOVE 50 South Tenth Street, Suite 300 I 1 ~_4» 12 - NOT RATED Minnea olis MN 55403-2012 12 12 ~ 13. HANDICAPPED DESIGNATED ENTRANCE P 31'-10" N 3 5 8" METAL STUDS TO UNDERSIDE OF 14. OVERFLOW ROOF DRAIN TO DAYLIGHT. 5B / 612-492-4000 tel I I ~ I I DECK ABOVE W/FULL TH. SOUND GATT. 15. VENT RISER PIPE -COORDINATE WITH INSUL. AND 5/8" GYP. BD. EA. SIDE ENVIRONMENTAL CONSULTANTS 612-492-3000 Fax I ~ -NOT RATED 16. 4" CONCRETE SLAB OVER STEGO WRAP VAPOR I OPEN AREA 8 ~ BARRIER -COORDINATE WITH ENVIRONMENTAL WWW.RYANCOMPANIES.COM ~ 5C 3 5/8" METAL STUDS TO UNDERSIDE OF CONSULTANTS DECK ABOVE W/ FULL TH. SOUND BATT OPEN AREA 225 INSUL AND 5 8" GYP. BD ONE SIDE 1 Z• 36" HIGH GUARDRAIL AT PERIMETER OF 12 ~ / OPENING 216 I ~ I I N - 1 HOUR RATED 6° METAL 5TUD5 TO UNDERSIDE OF PROJECT NAME 7 DECK ABOVE W/ 5/8" GYP. BD. EACH SIDE - 1 NOUR RATED _ _ - N _ N ~n 6" METAL STUDS TO UNDERSIDE OF DECK ABOVE W/ FULL TH. SOUND BAIT GENERAL NOTES: INSUL. AND 5/8" GYP. BD. EACH SIDE TRUE TRUE NORTH NORTH - 1 HOUR RATED A. ROOF DECK 128'-O" A.F.F. VARIES - SLOPES. I I i 7B 6° METAL STUDS TO UNDERSIDE OF g, SECOND LEVEL F.F. 114'-0" A.F.F. DECK ABOVE W/ FULL TH. SOUNO BATT I ~ I INSUL. AND 5/8" GYP. BD. EACH SIDE C. FIRST LEVEL F.F. 100'-0° A.F.F. 7.2 7.9 - NOT RATED D. AN EXISTING DE5IGNATED TRASH & RECYCLING 3 ~ 2 4 3 I A405 A405 1 A404 A404 7c 6" C-H SHAFTWALL STUDS WITH SOUND AREA IS PROVIDED WITHIN THE BUILDING, BATT INSUL,1 LAYER OF 5/8" G.B. AND E. PROVIDE FIRE EXTINGUISHERS OF SIZE AND 17 405 OPEN AREA i 1 CORE BD. TYPE AND LOCATION AS REQUIRED BY THE LOCATION 4 1` 1-HOUR RATED FIRE MARSHALL -SEE SPEC. A405 201 1 3'-4" 1'-5" ~ 1'_ 0 A403 1 4 4 3 8 F. ALL INTERIOR FINISHES SHALL HAVE A FLAME NEW BRIGHTEN 20'-1Y" 15'-5y" aPE~ A403 A407 A402 A402 ~ 7D 6 METAL STUDS TO UNDERSIDE OF SPREAD RATING OF CLASS III OR BETTER. ~ OPEN AREA SiM./REV. 12 i DECK ABOVE W/ 5/8" GYP. BD. EACH MINNESOTA c.8 ~ , „ - I 2 -4 SIDE -NOT RATED G. DIMENSIONS ARE TO FACE OF MAS. OR ~ 10'-D" 21'-O" g ~ OPEN TO i 227 12 CENTERLINE OF WALL U,N.O. 1'-0 ~ ~ 1'-4' 7 -4 1'-4" 3 2 ~ BELOW I = o g 8° MASONRY WALL WITH 2" FOIL FACED H. VERIFY FINAL LOCATION OF ALL EQUIPMENT SHEET TITLE i RIGID INSUL. FULL HEIGHT -TAPE JTS, 2 PRIOR TO INSTALLATION OF ELEC., MECH. OR 12 I ~ ~ ~ `n ~ A502 A403 j ~ ! o S c.8 ~ 14 5 ~ 1/2° METAL STUDS AND 5/8" GYP. BD. PLUMBING HOOK UPS. S~+CQN~ F'I,QQR o - , - - - 8 ~ C.8 ~ _ _ _ _ TO 10'-0" A.F.F. -REFER TO SECTIONS I. ALL WALLS TO ROOF DECK TO BE i ~ 12 I 13 1'-4" CONSTRUCTED TO ACCOMMODATE DEFLECTION PLI11V o ~ ,2 ,2 ,2 ,2 c.9 „ „ N - - ~ ~ ~ _ 16A 13 16A 13 16A 13 c.9 16 i6 16A 16 - ~ 12 12 12 MASONRY WALL WITH 2 FOIL FACED OF ROOF STRUCTURE ~ RI I IN F H I HT -TAPE JTS 2 ~ ~ G D SUL• ULL E G N P RTIA Y IN m 1 - ~ , - - 1 2° METAL STUDS AND 5 8" GYP. BD. J. ALL COLUM S A LL ENGAGED WALLS - - - - N - . _ - ~ / / SHALL BE ENTIRELY FURRED. COLUMNS NOT - TO 10'-D" A.F.F. -REFER TO SECTIONS ENGAGED IN WALLS SHALL BE PAINTED U.N.O. ~ i II I - - `a I - - _ - REVISIONS i _ - i a - . 3'-0' 3'-0' 3'-0' o 2 1 12" MASONRY WALL WITH 2" FOIL FACED K. PROVIDE MOISTURE RESISTANT GYP. BD. ON 0731.2007 BID PACK#1 i I - ~ 14 2'-10" 2 ° ~ A501 A501 12A RIGID INSUL FULL HEIGHT -TAPE JTS, 2 TOILET ROOM WET WALLS AND ADJACENT TO 10 _ ~ 13 ~ 1 2" METAL STUDS AND 5 8" GYP. BD. JANITORS SINK. 08.24.2007 PERMIT ISSUE 2 11 ~ REV. / / , I 2 -3 2' '3' 33 " 3' 03 " 3'_03 " 3'-03 " 3'-0' 3'-4' 3'- ' 3'-4' 7'-4" 5'-0" T-4" '-8' 7'-4" 2'-8' 7'-4" 2'-8' A501 14'-4" 19'-6" 19'-6" A501 1'-0" TO 10'-D" A.F.F. -REFER TO SECTIONS L PROVIDE CONTROL JOINTS IN GYP. BD. WALLS AS RECOMMENDED BY MANUFACTURER. ~ ~ ~ ~ 3 ~ , 3 33'-1 3 -03/a 3 0/a 3'-03/s~~ 3 -1 6'-10° 8'-0' 4'-0" 8'-0° 2'-8' 12'-4" 13 12" MASONRY WALL W/ 1 1/2" E.LF.S. 35'-7" 6'-0" AND 2" FOIL FACED RIGID INSUL. FULL M. PROVIDE FLEXIBLE SLIP SHEET UNDER " CERAMIC TILE FLOORS. 2 0 HEIGHT-TAPE JTS, 2 1/2" METAL STUDS AND 5/8" GYP. BD. TO 10'-0" A.F.F. - N. USE HOLD DOWN CLIPS ON ALL CEILING TILES 7 8 8.3 9 3.8 14 4.7 15 5.9 16 REFER TO SECTIONS IN VESTIBULES OR AREAS THAT ARE SEALED OFF FROM AIR PRESSURE. 16 12" MASONRY WALL W/ 4° BURNISHED CONCRETE BLOCK VENEER AND 2" FOIL 0. STAIR SUPPLIER SHALL BE RESPONSIBLE FOR FACED RIGID INSUL. FULL HEIGHT-TAPE CODE COMPLIANCE & STRUCTURAL INTEGRITY N N FOR ALL MATERIALS FURNISHED. JTS, 2 1/2" METAL STUDS AND 5/8" TRUE TRUE GYP. BD. TO 10'-0" A.F.F. -REFER TO P. HOT DIPPED GALVANIZED STEEL ANGLES WITH NORTH NORTH SECTIONS NELSON STUDS WILL BE USED AT ALL OVERHEAD DOOR SLABS WHEN DOCK LEVELERS 1sA 12 MASONRY WALL W/ 4° E,I,F.S. AND ARE NOT SPECIFIED. 2 FOIL FACED RIGID INSUL. FULL p• AT GYP. BD. RETURNS TO WINDOW FRAMING HEIGHT-TAPE JTS, 2 1/2" METAL STUDS SYSTEM, PROVIDE 1/2" F.R.T, PLYWOOD AND 5/8" GYP. BD. TO 10'-0" A.F.F. - SUBSTRATE/THERMAL BREAK LAMINATED TO 5 .1 REFER TO SECTIONS THE MASONRY WALL, POLY VAPOR BARRIER A301 2 »Z'_ , AND 5/8" GYP. BD. MECHANICALLY FASTENED TO THE PLYWOOD. 30'_0„ 0' 3 R. SEE WALL SECTIONS FOR MORE INFORMATION ON WALL TYPES AND THICKNE55. 1 ~_8„ 30'_0„ ~'-4" 4 ~'_4„ 3p, 8 , ~~-4" 0 ~ 4 2 8 8 p „ 2'_ ' S A301 2 8.' 8' 0 0 ~ 30' A301 2'_8 ° 0 ' 261'-11" I 2'_8„ 26_4„ 6 ,3 3 0' 8'_ ~ A.1 o w25 0" ~ 3 , 8 9 10 3'_ ~ 4' 0 - I _ w25 4 ? 8 ~ , o' 10 11 12 13 14 15 16 16.9 1 N ~ A.3 W25 4'_pn 4' 7'_ - - I wz 12 2' 8» / 4 ~ 4 30, 0„ 30~ 0„ 30'-D" 30'-0" 30'-0" 30'-O" 30'-0" 30'-0" 3D'-0" 2'_ „ 8 z , wt2 2 -8" , 7 -4" T-4" 7'-4" 7'-4" 7'-4" 7'-4' . - 2 '8 I r ~ I Iro ~ wzt 4'-8" ~ - - - - 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 8 -0 8'-0 ~ 26 -4 ~ 8'- " 8'-0" 7'-4" 7 -4" 7' 4" 12' " I i~ w wt9 I w2~ Q 4'-7" 2 8 2 8 2 8 2'-8" 2' 8' , 2'-8" 2'-8' 4'-0~~ 2'-8" 2'-8" 2'_g' -2'-8" 2'-8" 2'-8" 2'-8" 2'-8' 2'-8" 2'-8' 2'-8" 2'-8' 4'-0" 2, 8„ wts g ~ wts 1.8 1. O I wis I q~ _ wt9 I ~ wts N wts I ~ W25 W25 25 W25 W25 W25 12 W25 W25 W25 W25 25 W25 W25 W25 W25 W25 W27 W27 W12 W21 W21 W79 W19 W19 Wi6 v- ~ OPEN AREA I w3 - - - _ _ - I ~ O wz I 215 v wt n . I 0 O i I O B ~ W19 I - _ - - - - - - - - W15 N I 1 ~ 15 15 - - - - - - - - - - - - - - N ~ A4 6 I I ~ ~ _ I SIM. I W19 I N ~ J - I W25 ~ - ~ ~ I I I - I~ o , ~ . 7 I I I I I I 1 I I ~ N OPEN AREA J i I ~ ~ w,9 I ~2,2 I OPEN ARE 2 22s 3 ~ ~ ~ ~ ~ ;i 1 N J ~ I 21 s 5 A203 A202 2s ~ i ~ 6 ~ 15 LEC. A202 I 212 ~ I r N A301 ~ ~ 3 ~ J I i I 2 ,J 3 ~ w zs A407 OPEN AREA I A406 co 214 F I D WN I I . . . ~ ~ ~ ~ I I I I I I I 25 ~ ~ - ~ d- ~ I 271 I STAR I - - - - _ _ _ - - - ~ ~ 224 223 j~ I I ztr' io 210 I II C ~ zs 2 I I I I is _ - MEN ~ - - - ~ ~ ~ ~ 1 I TAIR~ B II I 11 L II 1 ~ - - A4 1 ~ ~ ~ - , _ OPEN AREA I 2oa II I I 2 4 223 wzs ~ - ~ J `r m ~ ~ ~ ~ ~ 209 II I I ca 0 nN. I wzs I -H- ~ ~ ~ ~I HALL PNARA OE E 1 I I ail 1. z2o I II ~ ~ I \ ~ I OPEN AREA i ~ ~ ~ nH, ~ ~ 15 22s 2s ~i I ~ _ A203 I, I „ 0 TO I II I ~ LOWS I 1~ 2 ~ EL V, ~ LEC. ~ ~ I hereby certtfy that this plan, specification, z, 7 i i i i _ uP _ - - 2 a STAIR ~ ~ 222 ~ o T or report was prepare y me or un er my WOME I I ~ I~ / \ I ;218 zzi , .J A3o1 direct su envision and that I am a dul ~ 222': N ~ p Y (V W25 - ' 221 - ~ - - - - - - - - - - - - - - - - - - Licensed Architect under the laws of the ' I~ W19 ~ ~ ~ ~ ~ 11 -°~--.."1._ I HALL II a ! I MEN 2°~ ii _ state of Minnesota. , ~ ~ F2 074 - - - - - - - - - -y - - - - - - ~I- - - - - - - - - - - J r N ELEC i N wzs OPEN AREA 204 it 1 ao Z zos 2os ~ ELEV. 213 EQUIP. A406 2 w19 ii A402 A401 e _ zos 205 C.9 O o ~ - - - - A402 N w, s 4 C.7 0 HALL -WOMEN. A407 c - 202 W19 ° v 15 O O 203 203 ELEV 4 14 2 I I I I 1 I I ~ I I N r~ A203 5 O W16 I O wig 15 w,s \ .I 1Y 0 11 2'-7 W27 ~ ~ 2 2 wt9 4 2' W2, OPEN AREA A202 m - REGISTRATION NO. DATE OPEN AREA 2 4 3 A202 2 12 2 -8" wz, 1 4 3 2 1 227 4 3 GC/ 2~ V 2 1 1 8„ '7Y 201 7'-4 2' " 2'- 8° A405 A404 A404 A404 W9 14 404 A404 A403 A403 A403 A403 A402 A402 d 4-0 „ 2-01, 12 W19 N r 2007 RYAN COMPANIES US, INC. 3 8' wz2 T 3p' '0" w27 r wa 0 8_ 3 0„ Es 5 , 17 A401 14 2 w2s 1 14 5 5 14 0 1 30'_0» 6 -4" 4 4, wzsz - - 0 ' wzs ws L ~0 - - 8 C.9 JOB NUMBER HISTORY N 8'-Q wzs 7-4 „ 8 - - - w7 W19 W19 W,9 W1 W19 W19 , O 3 30 7'_ 8" ln 0 0 0 0 J 0, 4 2 7' » W19 W19 W19 W19 W19 W79 Wig W79 W19 W79 W21 W21 W12 W27 W2 W13 O O 4 7,_4„ 4 30'-0' 4'- 12 8 ?Z7 12 0 = 7 4'_8" 2'-8" 2'-g" 22'- 8 ' 2'-8 ,2 8„ 21 8" 21 811 2 8" 21 8" 21 81 2'-8° 2'-8" 2 -8' 2'-8° 4'-0 1 1 4'-0" 2'-8" 4' 0° 180'_p„ 5 30,-o" 2'-8 35'-3" < 4 ~ " 8'-0" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4' 2 6 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 8'-0" 8'-0" 26'-4" 8'-Q" 8'-0" 12'-8" L6'-8%8 -0" -0" A3oi 6.8 J 3'-8 2 -0' A405 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" SHEET NUMBER 8.3 9 10 10 11 12 13 14 15 15.9 16 1 CE A202 270'-0" DRAWN BY CHECKED BY LBITR JC 3 A3oi JOB NUMBER DATE N 070061-000 08.24.2007