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6 7 8 9
<br />13 13.8 14 I 14.7 15 16 16.9 17 WALL TYPES: KEY NOTES:
<br />I I 2 1 1/2" METAL STUDS TO UNDERSIDE OF 1. FLOOR DRAIN -DISH OUT SLAB.
<br />22'_0~~ 7 _4" ~ DECK ABOVE W 5 8" GYP. BD. ONE ~ ~ ~ / /
<br />2~_8„ 7'~q SIDE -NOT RATED 2. HIGH/LOW E.W.C.
<br />4~_8„ 3. 36"x36" JANITOR'S SINK -PROVIDE FRP
<br />2 1 A407 2n 1 1/2" METAL STUDS TO UNDERSIDE OF WAINSCOT TO 4'-0" A.F.F. DECK ABOVE W/ 5/8' GYP. BD. EACH 4. ELECTRICAL PANELS -SEE ELEC. PLANS
<br />g0 A4o7 8,-4., 4.-4.. 4,. 2,_8„ 4„ 2' 8., SIDE - 1 HOUR RATED
<br />12 ~ l'- , „ 9 2'-B" 8'-0" 4 -0 8 -0 3 -8 ~ 20 -0 5 -0" 12 12 ~ _ ~ ~ , „ „ ~ 5. INTERIOR ROOF DRAINS TO STORM SEWER 5 -0 2 -0" 8'-0 4'-0 8'-D 2'-8~~ 7 -4 2'-8" -4" 2'-8" 7'-4 2'-8" 12'-8
<br />12 ' ~ 4 4" C-H SHAFTWALL STUDS WITH 1 6. EXTERIOR BOLLARD BUILDING LASTING RELATIONSHIPS
<br />8 ~ I d' - - ~ - LAYER OF 5/8" G.B. AND 1 ° CORE BD. 7. PIPE BOLLARD
<br />9s• i 9~ ~ I Q w o~ ~ N " ~ 5 3 5/8" METAL STUDS TO UNDERSIDE OF 8. FIRE DEPT. CONNECTION
<br />I ~ ~ ~ ~ i, ' 1 I ~ ~ 16 16 16 16 16 16 I ~ DECK ABOVE W/ 5/8" GYP. BD. EACH GAS METER
<br />o~ ' ' _ 116 / . ~ - ~ I ~ ~ 16 16 16 16 ~ _ A 9~ _ = 12 I SIDE -NOT RATED ~ 16 16 16 12 12 12 12 12 10. PROVIDE 3'-6" HIGH GUARDRAIL AT TOP OF
<br />21 8„ ~ e - - - - - - - - - - - 5A 3 5/8" METAL STUDS TO UNDERSIDE OF RETAINING WALL
<br />8' p" 3' 4„ e „ I e ~ g~_2 125A ~ $ ~ 8 DECK ABOVE W F TH 11, SPRINKLER RISERS RYAN COMPANIES US, INC. / ULL ,SOUND BATT
<br />I 1'-4 7'-8„ A.3 INSUL. AND 5/8" GYP. BD. ONE SIDE 12. PAINTED METAL FRAMED TRELLIS ABOVE 50 South Tenth Street, Suite 300
<br />31' 10" I 1~_ - NOT RATED
<br />I 2 3 25'-4 28'-4" 12 L 12 13. HANDICAPPED DESIGNATED ENTRANCE Minneapolis, MN 55403-2012 6 -4 14. OVERFLOW ROOF R IN 5B 3 5/8 METAL STUDS TO UNDERSIDE OF D A TO DAYLIGHT.
<br />l r OPEN AREA 12 DECK ABOVE W/FULL TH. SOUND GATT. 15. VENT RISER PIPE -COORDINATE WITH 612-492-4000 tel
<br />I I I I INSUL AND 5/8" GYP. BD. EA. SIDE ENVIRONMENTAL CONSULTANTS 612-492-3000 fax
<br />I I 125 I I ~ ~ -NOT RATED 16. 4" CONCRETE SLAB OVER 5TEG0 WRAP VAP OR
<br />I I I BARRIER -COORDINATE WITH ENVIRONMENTAL WWW.RYANCOMPANIES.COM
<br />~ I I 5c 3 5/8" METAL STUDS TO UNDERSIDE OF CONSULTANTS 8 12 DECK ABOVE W/ FULL TH. SOUND GATT 17
<br />I I INSUL AND 5/8" GYP. BD ONE SIDE 36 HIGH GUARDRAIL AT PERIMETER OF
<br />I I - 1 HOUR RATED OPENING
<br />I I I I I I 12 PROJECT NAME ~ ~ ~ 6 METAL STUDS TO UNDERSIDE OF
<br />I I 1258 DECK ABOVE W/ 5/8" GYP. BD. EACH
<br />I I I SIDE - 1 HOUR RATED
<br />1
<br />- 7A 6" METAL STUDS TO UNDERSIDE OF DECK ABOVE W/ FULL TH. SOUND BATT GENERAL NOTES:
<br />N N INSUL AND 5/8" GYP. BD. EACH SIDE
<br /> - 1 HOUR RATED A. ROOF DECK 128'-0" A.F.F. VARIES -
<br />TRUE TRUE NORTH NORTH SLOPES.
<br /> 7e 6" METAL STUDS TO UNDERSIDE OF B. SECOND LEVEL F.F. 114'-0" A.F.F. DECK ABOVE W/ FULL TH. SOUND BAIT
<br />I INSUL. AND 5/8" GYP. BD. EACH SIDE C. FIRST LEVEL F.F. 1D0'-0" A.F.F.
<br /> ~ ~ - NOT RATED D. AN EXISTING DESIGNATED TRASH & RECYCLING
<br /> ~ ~ AREA IS PROVIDED WITHIN THE BUILDING,
<br /> ~ 7C 6" C-H SHAFTWALL STUDS WITH SOUND GATT INSUL,1 LAYER OF 5/8" G.B. AND E. PROVIDE FIRE EXTINGUISHERS OF SIZE AND
<br />I I 1" COR TYPE AND LOCATION AS REQUIRED BY THE ~ ~ E BD. FIRE MARSHALL -SEE SPEC. LOCATION
<br />3 I 2 1-HOUR RATED ~ ~
<br />1 4 3 I A405 A405 F. ALL INTERIOR FINISHES SHALL HAVE A FLAME NE V1T B~GHTON
<br />A405 A404 A404 ~ ~ 7D 6" METAL STUDS TO UNDERSIDE OF SPREAD RATING OF CLASS III OR BETTER. ~ ~ ~ DECK ABOVE W/ 5/8" GYP. BD. EACH IM MINNESOTA
<br />4 RECEPTION G D ENSIGNS ARE TO FACE OF MAS. OR OPEN AREA ~ o SIDE -NOT RATED CENTERLINE OF WA
<br />A405 1 01 LL U.N.O. ~ ~ 1 127 ~ 4 ~ 4 3 $ 12 H. VERIFY FINAL LOCATION OF ALL EQUIPMENT
<br />O „I , „ I 13'-2Y 2' 9 -0 403 ~ A407 A402 A402 g 8 MASONRY WALL WITH 2 FOIL FACED SHEET TITLE
<br />C.8 I S1M./REV. RIGID INSUL. FULL HEIGHT -TAPE JTS, 2 PRIOR TO INSTALLATION OF ELEC., MECH. OR ~ ~ 12 1/2" METAL STUDS AND 5/8" GYP. BD. PLUMBING HOOK UPS. FIRST FLOOR
<br />a 28 -4 12 6 -4 TO 10'-0" A.F.F. -REFER TO SECTIONS I. ALL WALLS TO ROOF DECK TO BE
<br />12 = ° 3 ~ I OPEN TO 2 ~ ~ CONSTRUCTED TO ACCOMMODATE DEFLECTION PLCi1V 18 8 7 8 1" M Y OF ROOF STRUCTURE
<br />I w - ~ A502 i.r) 1 ABOVE,- it VEST. _ ~ A403 1 4 g 1P 2 ASONR WALL WITH 2 FOIL FACED
<br />1' o' a C.8 - 100 I ~ 5 RIGID INSUL FULL HEIGHT -TAPE JTS, 2 J. ALL COLUMNS PARTIALLY ENGAGED IN WALLS ~ t2 C•8 1/2" METAL STUDS AND 5/8" GYP. BD.
<br />O - ~ I - - _ - - SHALL BE ENTIRELY FURRED. COLUMNS NOT l~ 12 127. - TD 10'-0" A.F.F. -REFER TO SECTIONS ENGAGED IN WALLS SHALL BE PAINTED U.N.O.
<br />, I 100B ~ ~ 12 I i ~ I 16 16 16 i6 16 16 16 C.9 16 16 I - , " ~ 16 16 16 16 REVISIONS I - - - ~ 16 - - I ~ ~ 5 -0 12 i 12" MASONRY WALL WITH " F I F K. PROVIDE MOISTURE RESISTANT GYP. BD. ON
<br />~ ~ _ - - - - - N _ 0 16 ~ 16 A ~ I ~ cO t2A 2 0 L ACED TOILET ROOM WET WALLS AND ADJACENT T 07.31.2007 BID PACK #1 / o
<br />I - ~ ~ ~ p RIGID INSUL. FULL HEIGHT -TAPE JTS, 2 ' ~ JANITORS SINK. 08.24.2007 PERMIT ISSUE - _ ~ 1/2" METAL STUDS AND 5/8" GYP. BD.
<br />~ ~ ~ ~ ~ - _ _ , ' TO 10'-0" A,F.F. -REFER TO SECTIONS L. PROVIDE CONTROL JOINTS IN GYP. BD. WA S
<br />II !i I - J J AS RECOMMENDED BY MANUFACTURER.
<br />_ " 3'-8" 1 ~ 20'-0" 5'-0" 8'-0' 4'-0" 8'-0" 2'-8 12'-8" 2 1 12" MASONRY A501 A501 t3 WALL W/ l 1/2 E.LF.S.
<br />~_~y„ 4., 14 ~ 35 -3 8' 0" 4'-8" 7'-4" 2 8 7' 4" 8 7' 4" '-8' AND 2" FOIL FACED RIGID INSUL. FULL M. PROVIDE FLEXIBLE SLIP SHEET UNDER 13 ~ Z'-0., REV. HEIGHT-TAPE JTS, 2 1/2" METAL STUDS CERAMIC TILE FLOORS.
<br />A501 1 I A501 AND 5/8" GYP. BD. TO 1D'-D" A.F.F. - N. USE HOLD DOWN CLIPS ON ALL CEILING TILES
<br /> REFER TO SECTIONS IN VESTIBULES OR AREAS THAT ARE SEALED
<br />~ 8 9 3.8 3.8 14 14.7 15 15.9 16 OFF FROM AIR PRESSURE.
<br /> 16 12" MASONRY WALL W/ 4" BURNISHED
<br />- _ - CONCRETE BLOCK VENEER AND 2" FOIL 0. STAIR SUPPLIER SHALL BE RESPONSIBLE FOR FACED RIGID INSUL. FULL HEIGHT-TAPE CODE COMPLIANCE & STRUCTURAL INTEGRITY
<br />N - N - _ - ~ - , FOR ALL MATERIALS FURNISHED. JTS, 2 1/2" METAL STUDS AND 5/8'
<br /> GYP. BD. TO 10'-0" A.F.F. -REFER TO P. HOT DIPPED GALVANIZED STEEL ANGLES WITH
<br />I TRUE NORTH TRUE NORTH SECTIONS NELSON STUDS WILL BE USED AT ALL OVERHEAD DOOR SLABS WHEN DOCK LEVELERS
<br /> tsA 12" MASONRY WALL W/ 4" E.LF.S. AND ARE NOT SPECIFIED. 2 FOIL FACED RIGID INSUL. FULL Q, AT GYP. BD. RETURNS TO WINDOW FRAMING
<br /> HEIGHT-TAPE JTS, 2 1/2" METAL STUDS SYSTEM, PROVIDE 1/2" F.R.T. PLYWOOD
<br />5 ~ I AND 5/8" GYP. BD. TO 10'-0' A.F.F. - SUBSTRATE/THERMAL BREAK LAMINATED TO
<br />A301 I REFER TO SECTIONS THE MASONRY WALL, POLY VAPOR BARRIER
<br />2 1~ 30'_0„ 2 0„ AND 5/8" GYP. BD. MECHANICALLY FASTENED TO THE PLYWOOD.
<br />3
<br />12_8„ 30'_0„ 5. 5. R. SEE WALL SECTIONS FOR MORE INFORMATION ON WALL TYPES AND THICKNESS.
<br />
<br />4 , 30'_0" I 2~_ , 4 8~_ , - I ~ i 8
<br />8' 2'_ , o' S ~ - 8~_0„ 30 A~a1 2 _8„ 0 , A301
<br />~ 2'_8~~ 2g~_4„ ~ 261'-11"
<br />q' p„ 30'_0,.
<br />,3 3 8 _0" 8'_ q. ~ p" ~ to wzs z5 2'_0» 3'_ , )'_4,• 3p~_ , 9 1 ~
<br />~ 42 s' , o' q,3 W25 4'-p" 4' ~ , 10 11 12 13 14 15 16 16.9 1
<br />I wzs 12 2'-g" 4' „ 30'-0 30 -0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 3D'-0"
<br />w w,a ~ 4 2'-g ~ w
<br />~ 2'_8» z w„ 2, 8, ~ J 7'-4° 7'-4" 7'-4° 7'-4" 7'-4° 7'-4 7'-4,. „ „ ~ „ ~ „ 2 -0 „ „ 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 7 -4 8 -0 8 -0 3'-8" 26'-4° 8'-0' 8' D 7'-4" 7 -4 7'-4" 12'-8'
<br />I ~ I; k ~~....g..,..~_ I y Wz, 4 _ , z ^
<br />~ rv ~ w,9 w-°- o H wz, ~ 4'-7" 2'-8° 2'-8" 2'-8" 2'-8" 2'-8 d. 1i5r o., c- Wig Q 2'-8" 2'-8" 2'-8" 2'-8" Z'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 4'_0" 4'-0" 2'-8" 2'~-8" 2'_g° 2'-8„
<br />W79 ~ O d. I I ~ W19 1.8 1.
<br />I ~ I ` W19 -
<br />I W19 N w, s I I O
<br />I W26 W26 W26 W26 W26 W26 12 W26 W26 W26 W26 W26 26 W26 (W^26) 26 W26 W28 W28 W70 W22 2 W20 W26 W20 W18
<br />~ _ O I ~ W3 W2 - - I ~ ~ O O O O O O ~ ~ V ~ ~ O ~ O O 0 ~ ~ ~ ~ ~ - -
<br />~ .I w,s EN AREI4 w, B O „6 O 9 i
<br />I 115 I - 1 I - - - - - - ° - - - A.3 ~zsA~ ~ A.1
<br />~ I I 15 A4 6 I W17 (v 15 N
<br />~ ~ ~ I SIM. - I ~ w,9 - I
<br />'v- ^ O _ i ~ i J I ~ ~ ----I-~-
<br />~ l~ I I I I I ~ I W26
<br />I I :F` :z ` ~ I ~ cr w, s I I ~ ~ ~ OPEN AREA ~ ~ N ~ I 1 6 1 125 ~
<br /> 3 -
<br />N I I 5 6 ~ 15 ;I a' ~ ~ OEPN AR~A I LEC. 1116 A201 A203 A201 zsfi I ~ o
<br />A301 ~ 112 ~ I ~ ~ 3 D I ~ I ~ ~ I
<br />i~ I A407 OPEN AREA ~ ` I N W25 I ~ I 2 ~ 1 -J -
<br />114 I I IDF _ I I I I A406 ~ ~ ~ ~ ~ SPRINK. ~.J3,...._
<br />111 I ~ I I I 1 11 133
<br />~ I ~ - i ~ STAIR ~ - - - _ I I ~ wzs 110 ~ I II - - - - - - - ,~4~ ,2~~ ~ - B
<br />C ~ 0 0 ~ II II I ~ ~ ~ 1 ;,,o u L STAIR BIB ii~; ;MEN i I ~ _ - il;. STOR. ELEC. az ~ o
<br />~ _ r I II ~ ' II ~ I II II~, 1 ~ 119 , s ELEV. DF co i ro 1 II',: ; 'i.....,,.... 130 732
<br />~ _ ~ , oe ~ II I ~ ~ ~ II I r, I IE ; I, ~ EQUIP ~ 123 t;. ~ ~ ~ A401 ~ _ Ir, HALL i 124 j ' ' ,I OPEN AREA 1D ' r POP ~ ~
<br />~ . I ~ - ~ - -I wzs ~ II OPEN AREA-~_ I ~ I' II I I N O ~ I 1~6~, ~i 120 - ~ 126 131 ! I li: ~ L_1_1_J V°
<br />5 I l II _ _ _ ~ 1os - - ,^I ~,L, _ I ^ ~ ~ A203 ~ . ~ ~ ~ I it ~ - I i 15 . OPEN AREA ~ ~ , i~y~: ! ~ , ~ _ 2 ur ~ I F~~ i ~LEC. ~ TRASH/RECYCLIN~ - ~ ~ I hereby certify that this plan, specifica>7on,
<br />- . I ~ it I - , ~ - _ ~ I O~FNf TO ~ ~ ~
<br />00 I I. govt' woME r 2 9 -1-17, ~==222 `B' 2e 129A o or report was prepared by me or under my 00 If, 118 - 121 I I I I
<br />CC) JI/l/ f 221 o A3o1 direct su ervision and that I am a duly
<br />n I I I - HALL ii 121 1 Licensed Architect under the laws of the
<br />V- I MEN 07 n u 1 State of Minnesota.
<br />- n wzs I I I 04 N ` ,04 ELEC.I -'I---------
<br />I pN - r 0 E ARE~ I ,0e 106 II 1 ~ 2 DOCK
<br />113 I ~ I C, l I 3 9 a I b a5 2 A406 d 00 A402 2e 1
<br />0 15 ~ II N A401 A402
<br />N C, 7 4 I HALL 105 - - - - A407 I I WOMEN: r--- ' PEN AREA 15
<br />\ I 103 ,0a 127 co
<br />I LEV 3 L ;,l 14 I I 2 1 " I 128C 28D - _ _
<br />A203 I W16 I A201 128
<br />Wig I 15 1 O I W19 2 ` - C.4 L---- -
<br />4 _ w,9 t 113
<br />V 2' wz, q_.ti1,m RECEPTIO A201 12 -8° 8 2' wz, " 2 4 REGISTRATION NO. DATE co 7 47)
<br />8" O 9 101 3 2 2 1 a ~14 3 2 1 4 3 cc c~t/lzl/c9
<br />2 -8 a I A405 A404 A404 4 4 7'_4,, 2'-0', 12 404 A404 A403 A403 A403 T403 A 2 6 c
<br />3o, 0" 8 0 / „ wzs wza I 8~_0„ w2 wa . - 2007 RYAN COMPANIES US, INC.
<br />3 wzs o I 14 A401
<br />O 5 ~ - 26'-41, 4 J'-8" ...OPEN TO z 30' 0' 4'_0' , wzs VEST. 14 5 5 14 I O
<br />I „ 2 _ O ws aoe 100 8 0 wzs 77 JOB NUMBER HISTORY N
<br />10 30 0' g e 's <
<br />2' 1 ~ ~ ' 3 ),4„ 8 & w1 w, 30,-o" 8° O W19 W19 W19 W19 W19 W19 19 W19 W19 W79 W19 Wig W19 W19 (/W-1~9) W21 W21 W27 W27 W13
<br />t ws - 74'_ O O O W11 ~ O O ' 0 12 3'-8" J 1
<br />4 30,` , 4 8 w z 0' I 12 - - - - - 0
<br />1801-0, 7.2 7.6 2'-8 2'-8" 2'-8„ 2. 8,. 2'-8" 2'-8" 2'-8" 2'-8° 2'-8" 2'-8" - 4'-0" -2'- 8 2 8 2 8 12'- 8 2,8 1 4'-0" 2. 8,. 3, 4„ 4-0,.
<br />5 301_ - - - - 0', 3' 4„
<br />a 7'-4" 2 ~ ~ 7 4 7 4 7 4 7 4 6 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" 7'-4" B'-0" 8'-0" 26'-4" B' 8'-0" 12'-8" (,8'-0" 8 -0 Q
<br />A301 2'- 3 -4"
<br />6.8 A405 30'-0" 30'-o" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"
<br /> SHEET NUMBER
<br />8.3 9 10 10 11 12 13 14 15 15.9 16 1 A201
<br /> 270'-0"
<br /> DRAWN BY CHECKED BY 3 LBITR JC
<br /> A301
<br />N JOB NUMBER DATE
<br /> 070061-000 08.24.2007
<br />TRUE
<br />NORTH
<br />J
<br />
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