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A ii - ilk Mama,&JIUMIK::'i a.ilil will !■%§wM int �r=.w.e.�,w�r�s.■��..�a� ,.>.,�.�.,.�.�_..._._._. 0. ONE ii m i im HOMES mm MM11 3 WR 40 91 a. r_ 0 . �' - _ ., � .... � � . . yrs-. � '-• -d a r ,tet e. .Tse _ _ . t , _ t. - - x � .. , •. _ _ . •b* , . .-si:: � ,i:' F � < A.-a, 51 AM ... J . r. - I _ . - _ - - 4 _'. "'CCC > - r - �> ,._ ..: _ •� _ 'K _ — - .. ._. :� ' . n i < .. .. _ ':- _ a 390.. .:< - '. - _: .. a _. _.• .. _ _ _ J- : -} : J. - x. --• __ _ ,p _ 3�. a , 4-. / A , •4.. ... :. + a ., .. , . a _. :.. .. Gr- ♦ ♦.. � - s - - -... - �?. _ i'1 - .. , �. _ . ,, 2�` _ _ �. .� _•.:, . _- - _ ,. , �,` CC's : • .. _ .' .. - ..-xY. a [. t. - n __. ... -7,'f _ : _: <-. .. - 9, AILtju y .y e k , FIRST IFF -1 f r -LE "TE -D PIAN t _ _°�►_--�Dl� h%' ���°t.�i�rtok+�; Sinn► -i't.c�c S�t'�t�K.�R 4 Ulnu�; �k►si• BRA s5 �(x�.�u►►K`. ice_ clt��c'; _- I� _►?xWLI+SC__ Gtkw.c+NG_-��nn1-_,n,t{•'t.ESS�n IAD rINK. s . , J tea - Am- bce! — C) PA T m N SCHEDULE PARTITION TO UNDERSIDE OF CEILING 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF FINISHED CEILING. TOTAL THICKNESS = 4-7/8" PARTITION TO UNDERSIDE OF DECK 5/8' GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4-7%8" PART! OK! T() mj(1FRCIf1F of f1Fr1( - 1 N()IIR �g 5/8" TYPE -X GYPSUM BOARD BOTH SIDES ON 3-5/8- METAL STUDS AT 24' O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 4-7/8" (1 HOUR RATED) DADTITIONI Tn i imnmQinr, (1F pFry - 1 N(II IR 2 LAYERS 5/8' TYPE -r GYPSUM BOARD BOTH SIDES ON 2-1/2- METAL STUDS AT 24" O.C. MTL STUDS AND GYP. BD. FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 5' (1 HOUR RATED) 5'-0" HIGH STL STUD PARTITION 3 5/8" STL STUDS 0 24' O.C. W/ 5/8' GYP BD EA SIDE W/WOOD CAP SEE DTL 13/T3.1 ---N+A'���- ��f'~�►'��%YL — tV�'! �t?i'• i °� 4'L a`>;�.�U 1 � I CD CO r7 N � i cfl O I .•- O i � I O v, W mm�O CD a� C) Q o = o U C a' a Z Z - !- O O > En- (7; w a- tY Of : ca � T CU co mm�O a� C) Q o = o U C p to Lr) a � v o ca z f z •_ ca a p to Lr) d cz) c� R1 m I� I 1 1 lDL. 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(-71L V/L1 V rir.rrr riiiii�iiiiriiiiririi • riiriiiii ri rirrrir rriiiiiiiuiiiiuiiiiiriiiiiiriiiiiiiriiiiiiiiiiiiiriiiiiiriiiii�iiiiriiuiiiriiirr - `�., - --L..--.- - --- - - ----r-iirii r� Q _! �► ��V i5S'guyo N - Gti x 310 -4 t z t o f tj • CL�r,c_ ,s j av AwE TkA-cp UN 1 r 4. o''A 4 A4,V6 Ecis ;0 i "�22 A7rz 0,,V, O, 4L -c PfOvE y i3 Lh, X D I • t 1 ti D, V q_:-- (,f.a f `�-CoC)P-\ CoNc. {�Nc ►�a� R E -'X, -M [ Jo -M c, u,Js I L b� x _ I F '• t A�_L, N To Az -Fo auy,JAr-W� WttrpEr_) PIPE- . t __0MIM A(.AV-M yf , 4.. �lDw Swrtc*► 1 J i 4" i r I AUTOMATIC SPRINKLER CO. 41J 1612 94th Lane N.E. • Blaine, Minnesota 55434 (612) 784-8302 REVISIONS SPRINKLER /_X r': s� `M//.X 3f" %ZC �`Alz a40 - i (e NoS V N . 0 Ac pups i ,c o -s -/ / , tt lei -ak 4 ' Nus s1. � j. o, CoNc. {�Nc ►�a� R E -'X, -M [ Jo -M c, u,Js I L b� x _ I F '• t A�_L, N To Az -Fo auy,JAr-W� WttrpEr_) PIPE- . t __0MIM A(.AV-M yf , 4.. �lDw Swrtc*► 1 J i 4" i r I AUTOMATIC SPRINKLER CO. 41J 1612 94th Lane N.E. • Blaine, Minnesota 55434 (612) 784-8302 REVISIONS SPRINKLER SYMBOL DESCRIPTION }'1 i VgTIOt)Al,. A�_rsornlaL��. 5�1=.1►►i�.t_.� I C q 4 � 44 1 LIZ '184 820Z SYMBOL SIZE MODEL MAKE FINISH STYLE rr K -FACTOR TOTAL PROJ\}�E/CT %� � j /\� 7�C 1 ` C0 VE N `J�ea/.7 1�A(at) Air PIt_1--'r 1<1 ray-qt.t f'��►�� Dote: �4,��/� .(J •I10 rKf f((i A'. l` if 4 �� Scale: A �� C3ao,: li0 Job No. At L 3 Drown By TOTAL SPRINKLERS SHOWN ON THIS SHEET — Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT { :, I 7 - - � i 0 _ Go Wig D N ,�•� ; ILL �� I I g�vlf� s' s a 410 4 l i 4 a tS ►0 I to t3-10 I t1.1p e3 h 1 �- O I t, y `� 10 S „_.. j—" —jl q( g l 9 4 t 3 10 I Ip IT 0.�l I = I I `c <" _ I . i6Ln i o i k m 0e17 N b �, I 8-1� (�•tAS t� I ( 1?, to 1510 ,� i5 tol 15 ,o -10 t3 - to Iq p N r ,�0 E7 r IC—J r— 9 - i op'J f \ C o ,1 N I Q 14 10 77, L ! I fL I `,a, 4 ! ci o f it -AV tn , L I �__-1I — LL , o j I �J m ^Ity t� Itz 1 ,�^ r +ti a _ 13 ► o t3 l o t3 -w ti t5 to 3 0 1t Z o 15.10 ` , / — .� D Co �J T Clot i, c _ Baal o �-� ° • 5 y .�--` � � ��y � � � llt � 1� j., 10 ►3•w IS -t0 1 ` N�qf►� It 10 10 10 0-t0 -t0 r J I S' �) n I �— S3 1 1 15 1 I Dri To I STI� I k a N 7 l0 3?. Lz I �i rj l� wAt� 470 L. I ^ — — — t 9 S A - -1 Q Ii -10 r s'3-10 I i 9 1Q q to q (t) (1 -►fl `�-tJ tt-1J `t 10 ►I v O F, r -h ` J JiE°fG '*VA LM en N � � ! � � � r1' I 4 _ N p ��• ° I O I� o N 01 5 I v (1.10 J Y Cs 4 E $ ,, JJ 0 0 � r 34 • j'2 (� { 35 l y { t 12 { l i � 1��p;'® F Ah o tl la „ r,-taLa Ak 0.—� t►- '1� 1-10 Ip tl-0 0- t- I /a 5/pL p:•�;}-�� IDte �� --�_ All, Al2%i� o rt iQIiIlSm IS-toto 0 ILZ 9 I (Ii 14 1 W yrs, i ti Tty ;,oE ,o f , 1 to , s j �' 111C ►`^ N i , ` t 1 15 to 15.10 I I t5 to u_ J I � � + III .. 11I � i I � , 1V � , • Ek) L/ �� i O J �, o i 9 8 gJvT 2� pFc N Sprzi �s 1 xz-c( /i 34 I ! I { 0w �► S ! i I �� 1' � I Q a t` -- L �i \ 1 Ell" f ' Lei �2 ; 3 �`� r i i Z �� -1 o L Z ISL (� �---{4 �.I �/ I �fitlc - I x -t * _ - / as To tit 144%t ►'� I o 1? ta�CJ 2 u IS 1u 17-010 1Slo li a tt 10 tt- - - _ - t`c t - c�oE - z i'I t0 q lo- F 13 t IS ►p �—, i t5 10 15 �J ►5 t �� r III ill 1! 1 -- -- - — - 0 v. CoV Nvs 1- tt F�.oW _-_ -_ _ . - A U, N, o TN✓ s C Sb v"/o s / x 0 S'' 'i 4; OL L 122'-4- \-F ICK LINTEL ti N YCONC 3SLM Li I TYPICAL WALL SECTION ACOUSTICAL CEILING TILE CONC. SLAB (SEE STRUCT) -ACOUSTICAL CEILING TILE SIM CONC. SLAB (SEE STRUCT.) v AUTOMATIC SPRINKLER CO. 1612 94th Lane N.E. • Blaine. Minnesota 55434 (612) 784-8902 REVISIONS a J I I SPRINKLER SYMBOL DESCRIPTION -- �� ATI iiO ""t�L H im ren A v � � t 21 N IC L.eiz Co 1 & I Z 9 4 th LQcf I Nom. �,LA ►1, (Ui t N � N �� 4 4 '�lZ -184 S 9oL SYMBOL SIZE MODEL MAKE nNISH STYLJ= TEMP K -FACTOR TOTAL ���WP' i1.5.� _ =� 34 Ew-Ito Crr'n— 1a n l us") t _<` PROJECT Date V\Avc-obe t'i lu5 0 - ( Ito A`IAi_oto Avg I�tt~� l o�� r Scol - AL 4IN M I Ij N O ( p Jo No. L. 3 e4 Drawn By , N 1> ` ,7 U ('� �1 2�c Oji: + t _)1tL f:. Sheet No. ^4 �a ELD-tLFK � r-., !) 21uW ( �, it i� 4/ TOTAL SPRINKLERS SHOWN ON THIS SHEET TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT • 242,875 SQ.FT (5.58 ACRES) 22,231 SQ. FT 21,451 SQ. FT I r • SQ. FT. SITE COVERAGE U 505.1.3 � 22,231 SQ. FT. • • PROJECT DATA SITE AREA: BUILDING AREA LEVEL ONE LEVEL TWO 242,875 SQ.FT (5.58 ACRES) 22,231 SQ. FT 21,451 SQ. FT TOTAL BUILDING AREA: r • SQ. FT. SITE COVERAGE U 505.1.3 � 22,231 SQ. FT. N 99 48,000 PARKING REQUIRED 504.2 SPRINKLERED (2 X 48,000) 1 CAR/150 SQ. FT. OF BUILDING AREA N 505.3 I L (ACTUAL -43,373 CD F1.3 - ENLARGED PLAN/FINISH PLAN PARKING PROVIDED N � STANDARD SPACES: (10'-0" X 20'-0") 172 Lr') I N C PROOF OF PARKING: W V) Q CD 247 > o O x W cn � o LL. 40' SIDE YARD: 20' C O Q0 100' W c �-- � ..0 C:O c�0 Q d m Cn c O r` CF� c� PROJECT DATA SITE AREA: BUILDING AREA LEVEL ONE LEVEL TWO 242,875 SQ.FT (5.58 ACRES) 22,231 SQ. FT 21,451 SQ. FT TOTAL BUILDING AREA: 43,682 SQ. FT. SITE COVERAGE SEC. 505.1.3 BUILDING FOOTPRINT: 22,231 SQ. FT. ACTUAL BUILDING COVERAGE: 99 48,000 PARKING REQUIRED 504.2 SPRINKLERED (2 X 48,000) 1 CAR/150 SQ. FT. OF BUILDING AREA SEC. 505.3 43, 682 X .80 =43,9461 150-233 STALLS 96,000 SQ.FT. (ACTUAL -43,373 5- HANDICAPPED STALLS REQUIRED F1.3 - ENLARGED PLAN/FINISH PLAN PARKING PROVIDED N � STANDARD SPACES: (10'-0" X 20'-0") 172 U HANDICAP SPACES: 5 PROOF OF PARKING: 70 C; TOTAL: 247 > 233 ok BUILDING SET BACK REQUIREMENTS FRONT YARD: 40' SIDE YARD: 20' REAR YARD: 100' TOTAL: CODE ANALYSIS U.B.C. INFORMATION OCCUPANCY CLASSIFICATION ZONING: GROUP B TYPE I -INDUSTRIAL CONSTRUCTION TYPE: TYPE 11-N UNLIMITED AREA ALLOWABLE FLOOR AREA BASIC ALLOWABLE 12,000 TABLE 5-B YARD INCREASE (1009) 12,000 SEC. 505.1.3 SUBTOTAL 24,000 SQ. FT. ELECTRICAL CODE 1991 MULTI -STORY (2 X 24,000) 48,000 SEC. 504.2 SPRINKLERED (2 X 48,000) 96,000 SEC. 505.3 TOTAL ALLOWABLE FLOOR AREA 96,000 SQ.FT. (ACTUAL -43,373 SQ. FT.) HEIGHT & NUMBER OF STORIES 2 -STORY MAX. ALLOWABLE HEIGHT 55 FEET (ACTUAL 28'-3") GOVERNING CODES: 1994 UNIFORM BUILDING CODE 1995 MINNESOTA STATE BUILDING CODE 1991 UNIFORM MECHANICAL CODE 1993 NATIONAL ELECTRICAL CODE 1991 UNIFORM FIRE CODE 1994 MINNESOTA PLUMBING CODE CITY OF EAGAN ORDINANCES ADA MINNESOTA ENERGY CODE CHAPTER 7670 EXPANSION DATA - TITLE SHEET T1.1 - FIRST FLOOR INTERIOR PLAN BUILDING AREA - SECOND FLOOR INTERIOR PLAN LEVEL ONE 8,100 SQ. FT LEVEL TWO 8,100 SQ. FT TOTAL BUILDING AREA.- 16,200 SQ. FT. PARKING REQUIRED - STAIR SECTIONS & DETAILS 1 CAR/150 SQ. FT. OF BUILDING AREA - REF. CEILING PLAN - 1 ST FL. OFFICE 16,200 X .80 =12,960/150 =86 STALLS - REF. CEILING PLAN - 2ND FL. OFFICE TOTAL PARKING REQUIRED: 319 TOTAL PARKING PROVIDED: 319 . hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State oflAiw�;k Atm . ate Reg. fy®. g12342 INDEX TO DRAWINGS ARCHITECTURAL TO.1 - TITLE SHEET T1.1 - FIRST FLOOR INTERIOR PLAN T1.2 - SECOND FLOOR INTERIOR PLAN T2.1 - ENLARGED FLOOR PLANS T2.2 - ENLARGED FLOOR PLANS & DETAILS T3.1 - INTERIOR ELEVATIONS & DETAILS T4.1 - STAIR SECTIONS & DETAILS T5.1 - REF. CEILING PLAN - 1 ST FL. OFFICE T5.2 - REF. CEILING PLAN - 2ND FL. OFFICE T6.1 - DOOR SCHEDULE, DOOR/FRAME TYPES F1.1 - LEVEL 1/FINISH PLAN F1.2 - LEVEL 2/FINISH PLAN F1.3 - ENLARGED PLAN/FINISH PLAN • M • U T o n E .o N o a � m c �oo0 W T V L ` � c.3 � N d o .- Lo _ r- .— M O � CT Q VfC ` U, W O C C � N � Ec o L U LO 21 U.� C C; t 2 08-06-96 Q GENERAL REVISION .1-.1 71.1-F1.1 1 7-1-96 PERMIT PACKAGE TO. 1-T6.1 ISSU DATE REV DESCRIPTION SHEET NO. O REV. THIS SHEET cc ISSUE J J U cc C RECORD I O NO REV. THIS SHEET • M • U T o n E .o N o a � m c �oo0 W T V L ` � c.3 � N d o .- Lo _ r- .— M O � CT Q VfC ` U, W O C C � N � Ec o L U LO 21 U.� C C; rn a, I I M �p N O I I t\ � O p cn W C.7 O Na z W W cr- CL x Z T M . m z �o �N Y O 0. Z W o .- Lo _ r- .— M O � I O t� o d � U 0 Z U C L x cu o .- Lo _ r- .— M O � I O t� o CL o o W 0a W F - Wo ao W Z Zz W]i UQLLJ_j >-0 W U O a • • FIRST FLOOR PLAN tN 115, =1 '-0" NORTH ROOM NUMBER LEGEND ROOM NAME OFFICE f—ROOM NUMBER [A-141—ROOM FINISH CODE 9-0 (FLOOR, WALL, CEILING) CEILING HEIGHT NOTE: SEE SHEET T6.1 FOR FRAME TYPES (0). PARTITION SCHEDULE PARTITION TO UNDERSIDE OF CEILING 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF FINISHED CEILING. TOTAL THICKNESS = 4-7/8" PARTITION TO UNDERSIDE OF DECK 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4-7/8" PARTITION TO UNDERSIDE OF DECK - 1 HOUR 1tlww="= 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 4-7/8" (1 HOUR RATED) AC PARTITION TO UNDERSIDE OF DECK - 1 HOUR 2 LAYERS 5/8"' TYPE •" X" GYPSUM BOARD BOTH SIDES ON 2-1/2" METAL STUDS AT 24" O.C. MTL. STUDS AND GYP. BD. FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 5" (1 HOUR RATED) INDICATES ACOUSTICAL BATT INSULATION IN STUD CAVITY 5'-0" HIGH STL STUD PARTITION - — 3 5/8" STL STUDS ® 24" O.C. W/ 5/8" GYP BD EA SIDE W/WOOD CAP SEE DTL 13/T3.1 r . hereby certify that this plan speCifiCafior , e or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the S t t ate Rep,. No. 12342 ROOM FINISH SCHEDULE FLOOR WALLS CEILING 0 MAT'L FINISH BASE W MAT'L FINISH :3 ✓T V t_ ` `yy c 3 MATT FINISH 0 SPECIAL - r 0 SPECIAL r� 0 SPECIAL L!7 1 CONC. SEALED - A GYP BD PTD 1 EXP. - 2 CONC. SEALED VINYL B GYP. BD. C.T. 2 EXP. PTD. 3 CONC. V.C.T. VINYL C GYP. BD. V.W.C. 3 ACT -2 2'x2' 4 CONC. CPT. VINYL D N 4 GYP BD PTD 5 CONC. TERAllO WOOD E GYP. BD. - 6 CONC. CT CT U co v� C 0 o� a C C C o o W i `G :3 ✓T V t_ ` `yy c 3 N H G r-') m - �t- C O C O r� N L!7 C E� arc C> L W � � O� a .�. N ` t u O ~ (nQ c O � N L C p U Q dm O N O C O �o N am O cp �p rn Q, I I N O I I n CO O p v) W QpQ 0 U �a z >� w �a ck� z M O Z c O .-,O 3 Q 0 = 0 O 0 6 t Y a o t) 0 co v� o a 0 o� a C C C o o W E v `G :3 ✓T V t_ ` `yy c 3 460 H G OQ C LS N - C Vv 6> O C O N C. C y W O C 3 E� arc C> L U v 00 o S2> O� a .�. N ` t u O ~ (nQ c cp �p rn Q, I I N O I I n CO O p v) W QpQ 0 U �a z >� w �a ck� z M O Z c O .-,O 3 Q 0 = 0 O 0 6 t Y a o t) 0 U w F— z 0 � ZZ Z W V C OQ N �Q a) �WLL - �3 0^ a o 0 0 z N Ln I co C" I N cD x O O CC> co I cO r� O U w F— a) �o � ZZ o W o OQ N �Q � �WLL - 0 z N Ln I co C" I N cD x O O CC> co I cO r� O U a) O a 0 z N Ln I co C" I N cD x O O CC> co I cO r� O I -- Of F e • S 0 C23 C27 SECOND FLOOR PLAN 1/8"=1'-0" . AT BEAMS LY FIRE PROOFING PLAN AT SECOND FLOOR FRAMING NO SCALE ROOM NUMBER LEGEND ROOM NAME OFFI E f—ROOM NUMBER SEE SHEET T6.1 FOR A -t -A ROOM FINISH CODE FRAME TYPES ( }. (FLOOR, WALL, CEILING) CEILING HEIGHT U) 4+ PARTrrION SCHEDULE FLOOR � C O _ O � a PARTITION TONDERSIDE OF CEILING PARTITION TO UNDERSIDE OF DECK - 1 HOUR 5/8" GYPSUM B BOTH SIDES ON 3-5/8" METAL STUDS 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM 2-1/2" METAL STUDS AT 24" O.C. MTL. STUDS AND GYP. BD. LOOR TO UNDERSIDE OF FINISHED CEILING. FROM FLOOR TO UNDERSIDE OF DECK ABOVE.. FILL DECK TOTAL THICKNESS = 4-7/8" FLUTES AND VOIDS WITH FIRE SAFING INSULATION. F.P. AT COLS. A VEAMS DEC TOTAL THICKNESS = 5" (1 HOUR RATED) I PARTITION TO UNDERSIDE OF DECK Lr,) N 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AC "'""'"TES ACOUSTICAL BATT INSULATION IN STUD CAVITY AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM 1 EXP. FLOOR TO UNDERSIDE OF DECK ABOVE. 5'-0" HIGH GYP BD PARTITION CONC. TOTAL THICKNESS = 4-7/6' -- 3 5/8" STL STUD WALL W/ 5/8" GYP BD EA SIDE x GYP. BD. w/WOOD CAP SEE M 13/Ml O Li PARTITION TO UNDERSIDE OF DECK - 1 HOUR PTD. 3 mm� 5/8' TYPE "X' GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL V.C.T. VINYL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM O c 0 .F ACT -2 ca AND VOIDS WITH FIRE SAFING INSULATION. U d - TOTAL THICKNESS = 4-7/8" (1 HOUR RATED) ON I II I II II I 1/8"=1'-0" . AT BEAMS LY FIRE PROOFING PLAN AT SECOND FLOOR FRAMING NO SCALE ROOM NUMBER LEGEND ROOM NAME OFFI E f—ROOM NUMBER SEE SHEET T6.1 FOR A -t -A ROOM FINISH CODE FRAME TYPES ( }. (FLOOR, WALL, CEILING) CEILING HEIGHT U) 4+ PARTrrION SCHEDULE FLOOR � C O _ O � a PARTITION TONDERSIDE OF CEILING PARTITION TO UNDERSIDE OF DECK - 1 HOUR 5/8" GYPSUM B BOTH SIDES ON 3-5/8" METAL STUDS 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM 2-1/2" METAL STUDS AT 24" O.C. MTL. STUDS AND GYP. BD. LOOR TO UNDERSIDE OF FINISHED CEILING. FROM FLOOR TO UNDERSIDE OF DECK ABOVE.. FILL DECK TOTAL THICKNESS = 4-7/8" FLUTES AND VOIDS WITH FIRE SAFING INSULATION. Cn N L O C TOTAL THICKNESS = 5" (1 HOUR RATED) I PARTITION TO UNDERSIDE OF DECK Lr,) N 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AC "'""'"TES ACOUSTICAL BATT INSULATION IN STUD CAVITY AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM 1 EXP. FLOOR TO UNDERSIDE OF DECK ABOVE. 5'-0" HIGH GYP BD PARTITION CONC. TOTAL THICKNESS = 4-7/6' -- 3 5/8" STL STUD WALL W/ 5/8" GYP BD EA SIDE x GYP. BD. w/WOOD CAP SEE M 13/Ml O Li PARTITION TO UNDERSIDE OF DECK - 1 HOUR PTD. 3 mm� 5/8' TYPE "X' GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL V.C.T. VINYL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM O c 0 FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES ACT -2 ca AND VOIDS WITH FIRE SAFING INSULATION. U d - TOTAL THICKNESS = 4-7/8" (1 HOUR RATED) V) I U FLOOR � C O _ O � a FINISH C C 4 O 0 Ln E E FINISH N O ~c z C U c a n> • a 3 O Cn r 0 �- Cn N L O C H � I �p7 Lr,) N C A GYP BD W 1 EXP. - 2 CONC. SEALED OO x GYP. BD. w cn 4> O Li EXP. PTD. 3 CONC. V.C.T. VINYL � O c 0 .— ACT -2 ca t U d - U V) I Q a CO O 5 CONC. N O cI E GYP. BD. O O N O ��=E cn Q� I I M GG N I O I n 00 O O cn W s� O U z •- t— O > (!1 [i. X FLOOR WALLS o a E .� O _ O � a FINISH C C 4 O 0 0 E E FINISH N O ~c z C U c a n> • a 3 O Q 0 Ln r 0 SPECIAL y N L O C H � C• °i •Zj � � E C, y Q C cn p o - A GYP BD PTD 1 EXP. - Q� I I M GG N I O I n 00 O O cn W s� O U z •- t— O > (!1 [i. X 0 FLOOR WALLS z O M FINISH M 0 U FINISH N O ~c z W O U O = 3 O Q 0 Ln r 0 SPECIAL t Y a o v 0 FLOOR WALLS z O MAT'L FINISH z MAT'L FINISH z O U-) a "� • - � O I w r 0 SPECIAL 0 3 tet- o a n o a) z i hereby certify that this plan specification, Q or report was perpared by me or under my direct supervision and that I am a duly � Registered Arc tec under the laws of the OL S Vi. cOUA—� W < ,.at, Reg. No: 1?342 O O Z W O ROOM FINISH SCHEDULE FLOOR WALLS CEILING MAT'L FINISH BASE MAT'L FINISH z MAT'L FINISH 0 SPECIAL 0 SPECIAL 0 SPECIAL LLJU 1 CONC. SEALED - A GYP BD PTD 1 EXP. - 2 CONC. SEALED VINYL B GYP. BD. C.T. 2 EXP. PTD. 3 CONC. V.C.T. VINYL C GYP. BD. V.W.C. u- JL ACT -2 2'x2' 4 CONC. CPT. VINYL D T� 5 CONC. TERR WOOD E GYP. BD. - 6 CONC. CT CT L r LU 0 Z Z J LL - o Q V Z Q z }- O Li LLJU 0 U GU 0 O a � 6 N 0 Q> T� L r 0 0 ENLARGED LOBBY -SECOND FLOOR PLAN 1/4"=1'-0" i BBREVIAl10N LEGEND CTD CLOTH TOWEL DISPENSER EWC ELECTRIC WATER COOLER FD FLOOR DRAIN GB GRAB BARS HDCP HANDICAP ACCESSIBLE FIXTURE HD HAND DRYER PTD PAPER TOWEL DISPENSER SD SOAP DISPENSER SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR TPD TOILET PAPER DISPENSER US URINAL SCREEN WR WASTE RECEPTACLE 10 /.41 .00 T3. / BUILT-IN _ PLANTER W/UPLIGHT I I I LINE OF FLOOR ABOVE I / ALL STRAIGHT LINES RADIATE FROM CENTER POINT (TYPICAL) I I I l - 1\ (D N HANDRAIL BUILT-IN PLANTER W/UPLIGHT ENLARGED LOBBY -RESTROOM -LOCKER PLAN FIRST FLOOR SECOND FLOOR RESTROOM — SIMILAR 1/4"=1'-0" ELONGATED MIRROR RIM 0 HCP. I 04 TYPICAL WATER CLOSET b UCL r I I. TYPICAL URINAL TYPICAL ELECTRIC LAVATORY WATER COOLER SANITARY NAPKIN/ VANITY TOWEL DISPENSER/ TAMPON VENDOR WASTE RECEPTACLE STANDARD FIXTURE HEIGHTS 1/4" = 1'-0n PROVIDE FIRE RETARDANT WOOD BLOCKING IN WALL AS REQUIRED 6.. PROI.A SND A WOMEN ONLY TYP. WATERCLOSET ELEVATIONS (A.D.A.) 3/8" = 1'-0" T_8' CLG GYP BD SOFFIT 1'-6"1 CONTROL AREA —* j )x 3 4., x i I a N iI GRAB BARS CN FOLDING SHOWER SEAT SHWR. 1/4" = 1'-0" • EXPOSED H.W. PIPING & DRAIN TO BE INSUL E WRAPPED -TYP. ALL /_�b,�SINKS c bI i b' c Q a- • N � Mil TYPICAL ELECTRIC LAVATORY WATER COOLER SANITARY NAPKIN/ VANITY TOWEL DISPENSER/ TAMPON VENDOR WASTE RECEPTACLE STANDARD FIXTURE HEIGHTS 1/4" = 1'-0n PROVIDE FIRE RETARDANT WOOD BLOCKING IN WALL AS REQUIRED 6.. PROI.A SND A WOMEN ONLY TYP. WATERCLOSET ELEVATIONS (A.D.A.) 3/8" = 1'-0" T_8' CLG GYP BD SOFFIT 1'-6"1 CONTROL AREA —* j )x 3 4., x i I a N iI GRAB BARS CN FOLDING SHOWER SEAT SHWR. 1/4" = 1'-0" • UQ E U c � c Q a- • 3 � � � I u 0� c M. 0 C O V U u 40, I L g" LD O CL f c � L � N c W a CD 46 o o x w cn aL> p li C b O CD C.0 Q dm o O O C N C> r -c • N do O ht cD �p — � I I M �p —�` cv O a0 W rn O Y a a z DRINKING > 5 FOUNTAIN 1/4" = 1,_O„ • 7a UQ E o Q. o� a c c c N p D E o Q a- • 3 � y Q– C � I u 0� c M. 0 C O N t p U u 40, c w o c WLn g" =oma(n° O CL cD �p — � I I M �p —�` cv O a0 W rn O Y a a z DRINKING > 5 FOUNTAIN 1/4" = 1,_O„ • 7a hereby certify that plan specification, or report was perpared by me or under my z ♦� direct supervision and that I am a duly Registered Architect under the laws of the "- St a of °' a� L !�LRee. No. 1234? c/i UQ Z 0 a W; Q a- • WAo � � I V) O ZzI W O W W hereby certify that plan specification, or report was perpared by me or under my z ♦� direct supervision and that I am a duly Registered Architect under the laws of the "- St a of °' a� L !�LRee. No. 1234? c/i UQ �- q J Z W w U N W O CL f hereby certify that plan specification, or report was perpared by me or under my z ♦� direct supervision and that I am a duly Registered Architect under the laws of the "- St a of °' a� L !�LRee. No. 1234? c/i e 13'-0" ® ROOM 246A 6'-0" ® ROOM # 127 A.C.T. 0 9'-0" 5 j T2. j "k- b ADJUSTABLE 10 ' SCRIBE SHELVES (TYP) T2. N COPIER SPACE o � o FEP b ROOM BASE / \ / \ -- - -- - - -- ---- - --ISEE ROOM FIN. (FLOOR PLAN SHT.) 3 1/41, 6'-0" CABINETS ROOM #127 ROOM # 246A REVERSE 3/8'-T-0' 5 ADJUSTABLE T2. SHELVES (TYP) A.C.T. ® 9'-0" u L I N: -- - - -- -- / '--- ----1 L- ----L C/. vvv C C I I I l \ I ( SCRIBE 10 I FEP b l SCRIBE T2 SINK GYP BD I I I I _ I ( REFRIGf�ATORS —� I L,.\ FEP ROOM hliSE b I SEE RQOM FIN. I .� \ PO---- --- \\--- --- N i --- --- ; I (FLOORI FLAN SHT.) Ij N lilt PLASTIC LAMINATE SEE DETAIL 11/T2.2 BASE (TYPICAL) FOR DRAIN PIPE 12'-0" SHEILD 6'-0" 3 1/4" s KITCHEN CABINETS ROOM #133 10 N J b N b 'k - 5 19'-10" WALL TO WALL FIELD VERIFY 5 XADJUSTABLE ui Q PAINT ALL INSIDE A.C.T. ®9'-0" T2 0' W W SURFACES OF LIGHT "BOX" N C SHELVES (TYP) 11_7 lV - \ ---- � h .t p O w V) Cl-) FEP STRUCTURE4. N \ o (�o Q a� ami a> La SCRIBE T2. O Q C-41 PARTICAL BOARD BACKER SINK 00 O O C I O FRAMING MEMBERS , \*I tA T o � � AT WET LOCATIONS) 2"x2"x1/8" ALUM ANGLE a g p o o j ANCHOR TO WALL - BY 5/8" GYP. BD. ON METAL " I FINISH CARPENTER ADJUSTABLE (--GYP BD T2 SHELVES (TYP) ,� �� P. LAM. FACE & EDGES ON rl 3/4" PLYWOOD OR 3/4" MOISTURE TREATED FEP � �! ` 72° PLYWOOD REMOVABLE / ----- \AL, \ / - - -- ----- ---- \ / ----- - - -- MILLWORK; INSTALLED BY �. ate Reg. No. 12342 a. FINISH CARPENTER W/ HARDWOOD EDGE PLASTIC LAMINATE ON a °' __j': 3 1/4" BASE (TYPICAL) 19'-6" 5" 5/8' GYP. BD. �? L W w 9'-0" 8d v - ON METAL oo CABINETS ROOM #121 13'-0" ® ROOM 246A 6'-0" ® ROOM # 127 A.C.T. 0 9'-0" 5 j T2. j "k- b ADJUSTABLE 10 ' SCRIBE SHELVES (TYP) T2. N COPIER SPACE o � o FEP b ROOM BASE / \ / \ -- - -- - - -- ---- - --ISEE ROOM FIN. (FLOOR PLAN SHT.) 3 1/41, 6'-0" CABINETS ROOM #127 ROOM # 246A REVERSE 3/8'-T-0' 5 ADJUSTABLE T2. SHELVES (TYP) A.C.T. ® 9'-0" u L I N: -- - - -- -- / '--- ----1 L- ----L C/. vvv C C I I I l \ I ( SCRIBE 10 I FEP b l SCRIBE T2 SINK GYP BD I I I I _ I ( REFRIGf�ATORS —� I L,.\ FEP ROOM hliSE b I SEE RQOM FIN. I .� \ PO---- --- \\--- --- N i --- --- ; I (FLOORI FLAN SHT.) Ij N lilt PLASTIC LAMINATE SEE DETAIL 11/T2.2 BASE (TYPICAL) FOR DRAIN PIPE 12'-0" SHEILD 6'-0" 3 1/4" s KITCHEN CABINETS ROOM #133 10 N J b N b 'k - 5 19'-10" WALL TO WALL FIELD VERIFY r - t -o• � N ui Q PAINT ALL INSIDE W 0' W W SURFACES OF LIGHT "BOX" N C C d - W / ---- � h .t p O w V) Cl-) x p li STRUCTURE4. N \ o (�o Q a� ami a> La \ O Q d p PARTICAL BOARD BACKER ----'-"" 00 O O C I O FRAMING MEMBERS , \*I tA T o � � AT WET LOCATIONS) 2"x2"x1/8" ALUM ANGLE a g p o o j ANCHOR TO WALL - BY 5/8" GYP. BD. ON METAL " I FINISH CARPENTER ADJUSTABLE (--GYP BD T2 SHELVES (TYP) ,� �� P. LAM. FACE & EDGES ON 3/4" HARDWOOD DOOR PARTS J W/ 3/8" PLYWOOD 3/4" PLYWOOD OR 3/4" MOISTURE TREATED W z o � �! ` 72° PLYWOOD REMOVABLE o' --- �� - PARTICAL BOARD SHELVES j Lr m i MILLWORK; INSTALLED BY �. ate Reg. No. 12342 a. FINISH CARPENTER W/ HARDWOOD EDGE PLASTIC LAMINATE ON a °' __j': 2" SCRIBE PLASTIC LAMINATE SCRIBE 2" BASE (TYPICAL) 19'-6" CABINETS ROOM #229 SLOPE T4 DRAIN — SHOWER CURB AT HDCP SHOWER M R SETTING BED / REINF. MESH SHOWER PAN - WATERPROOF 2 FULL TILES N 3" = v-011 ri_� STAIR C 109 FIRST FLOOR STAIR B 108 -OPPOSITE HAND 10'-6" WALL CARTS ADJUSTABLE SHELVES (TYP)�I GYP BD COPIER SPACE 'k-- ROOM BASE [SEE ROOM FIN. b (FLOOR PLAN SHT.) % 74 FEP 4'- 6" 1 7/8" CABINETS ROOM #177 MCI it 19'-10" FIELD VERIFY P. LAM. SHOWER BENCH -SEE PLAN (SHT. A7) FOR WIDTH is STEEL TUBE SUPPORT BRACKETS - OR EQUAL BY MILLWORK WOOD BLOCKING AS REO'D BY G.C. SECTION AT P. LAM. SEAT 1ox (--GYP BD T2. IL SCRIBE SCRIBE o r - t -o• � N ui Q PAINT ALL INSIDE W 0' W W SURFACES OF LIGHT "BOX" N C C d - W / ---- � h .t p O w V) Cl-) x p li STRUCTURE4. N \ o (�o Q a� ami a> La LoW O Q d p PARTICAL BOARD BACKER ----'-"" 00 O O C I O FRAMING MEMBERS -- \*I tA T o � � AT WET LOCATIONS) 2"x2"x1/8" ALUM ANGLE a g p o o j ANCHOR TO WALL - BY 5/8" GYP. BD. ON METAL " I FINISH CARPENTER CEILING Q Q ,� �� P. LAM. FACE & EDGES ON 3/4" HARDWOOD DOOR PARTS J W/ 3/8" PLYWOOD 3/4" PLYWOOD OR 3/4" MOISTURE TREATED W z o � �! ` 72° PLYWOOD REMOVABLE ADJUSTABLE SHELVES (TYP)�I GYP BD COPIER SPACE 'k-- ROOM BASE [SEE ROOM FIN. b (FLOOR PLAN SHT.) % 74 FEP 4'- 6" 1 7/8" CABINETS ROOM #177 MCI it 19'-10" FIELD VERIFY P. LAM. SHOWER BENCH -SEE PLAN (SHT. A7) FOR WIDTH is STEEL TUBE SUPPORT BRACKETS - OR EQUAL BY MILLWORK WOOD BLOCKING AS REO'D BY G.C. SECTION AT P. LAM. SEAT 1ox (--GYP BD T2. IL SCRIBE SCRIBE COPIER SPACE o = FEP FEP -- -- PI ecTlf I e►IIAIATC CABINETS ROOM #229 BASE (TYPICAL) 0 (B STAIR C 209 SECOND FLOOR 10'-2" STAIR B 208 -OPPOSITE HAND Z! _ WALL LINE ELECT. LIGHT FIXTURE a 1'-0 3/4" BY ELECT CONTR o r - t -o• � N ui Q PAINT ALL INSIDE W 0' W W SURFACES OF LIGHT "BOX" N C C d - W - - ---- � h .t p O w V) Cl-) x p li STRUCTURE4. N PLASTIC LAMINATE ON o (�o Q a� ami a> V) C LoW O Q d p PARTICAL BOARD BACKER ----'-"" 00 O O C N COPIER SPACE o = FEP FEP -- -- PI ecTlf I e►IIAIATC CABINETS ROOM #229 BASE (TYPICAL) 0 (B STAIR C 209 SECOND FLOOR 10'-2" STAIR B 208 -OPPOSITE HAND Z! _ WALL LINE ELECT. LIGHT FIXTURE a 1'-0 3/4" BY ELECT CONTR • U C r - t -o• � N ui Q PAINT ALL INSIDE W 0' W W SURFACES OF LIGHT "BOX" N C C d ✓� V W p <n _.. CD � h .t p O w V) Cl-) x p li STRUCTURE4. N PLASTIC LAMINATE ON o (�o Q a� ami a> V) C LoW O Q d p PARTICAL BOARD BACKER ----'-"" 00 O O C N O FRAMING MEMBERS -- \*I tA T o � � AT WET LOCATIONS) 2"x2"x1/8" ALUM ANGLE a g p o o j ANCHOR TO WALL - BY 5/8" GYP. BD. ON METAL " I FINISH CARPENTER CEILING Q Q ,� �� P. LAM. FACE & EDGES ON 3/4" HARDWOOD DOOR PARTS J W/ 3/8" PLYWOOD 3/4" PLYWOOD OR 3/4" MOISTURE TREATED W z o � �! ` 72° PLYWOOD REMOVABLE o' --- �� - PARTICAL BOARD SHELVES j Lr m i MILLWORK; INSTALLED BY �. ate Reg. No. 12342 a. FINISH CARPENTER W/ HARDWOOD EDGE PLASTIC LAMINATE ON a °' __j': j! BANDING PARTICAL BOARD BACKER 5" 5/8' GYP. BD. �? L W w 8d v - ON METAL oo ADJUSTABLE METAL STANDARDS STUD FRAMING BOARD SHELVES W/Ln HARDWOOD EDGE BANDING Q 2'-0" 1/2"xl/2"xl/2" a _ _ -S'�SSSSS__SSS-S_-__SSSS�1 1/4" PLYWOOD BACKS ' EGG CRATE PANEL �•— MIRROR BY ELECT. CONTR. z :E �, BASE (TYPICAL) g W "� FINISH SAME AS CABINET FACE • U C r - t -o• � N ui Q WALL OPENING ---i N I O 0' W W a, � C C d ✓� V W p <n _.. CD � h .t p O w V) Cl-) x p li STRUCTURE4. N a C O o (�o Q a� ami a> V) C LoW O Q d p N -)Cc Cn ----'-"" z O O C N O FRAMING MEMBERS -- \*I tA T o � � AT WET LOCATIONS) 2"x2"x1/8" ALUM ANGLE a g p o o j ANCHOR TO WALL - BY 5/8" GYP. BD. ON METAL " I FINISH CARPENTER bl Q Q ,� �� P. LAM. FACE & EDGES ON 3/4" HARDWOOD DOOR PARTS J W/ 3/8" PLYWOOD f 3/4" MOISTURE TREATED u c "CIO) r - t -o• o O E 'C ui Q WALL OPENING ---i N I O 0' E O W ` �` V � � C ; � Q C d ✓� V V C C� N - a 0 C p � h .t u U C ti W O STRUCTURE4. C E a> c Oto p y U Q a� ami a> TOP, EDGE, SIDE U O ti Q c 3 J wi w w N W � T SECTION LIGHT COVE TYPICAL UPPER CABINET DETAIL z > ui• - t -o• "CIO) r - t -o• 0) WALL LINE M I WALL OPENING ---i N I O 5'-0" t`I � I, C) C CONNECT STL OFF OF BACKSPLASH 1/4" d g� o U �a z SEE FLOOR PLAN - o tio Lid STRUCTURE4. a� � > 'CORIAN' `� * PLASTIC LAMINATE TOP, EDGE 3/ / & BACKSPLASH ON 3/4" �a � TOP, EDGE, SIDE o J wi w w N W � T SECTION LIGHT COVE TYPICAL UPPER CABINET DETAIL z > ui• - t -o• T2.2 r - t -o• ir b WALL LINE LINE OF WALL BEYOND WALL OPENING ---i 5'-0" 1/4' GLASS MIRROR HOLD I, J CONNECT STL OFF OF BACKSPLASH 1/4" d _ 2'-0" - 1" SEE FLOOR PLAN tio Lid STRUCTURE4. 'CORIAN' `� * PLASTIC LAMINATE TOP, EDGE 3/ / & BACKSPLASH ON 3/4" TOP, EDGE, SIDE o & BACKSPLASHES ON iN PARTICAL BOARD (OR ----'-"" z MOISTURE TREATED rn BACKS FRAMING MEMBERS -- \*I SELF -RIMMING SINK T o � � AT WET LOCATIONS) 2"x2"x1/8" ALUM ANGLE a g p o o j ANCHOR TO WALL - BY 5/8" GYP. BD. ON METAL " I FINISH CARPENTER bl Q Q ,� �� P. LAM. FACE & EDGES ON 3/4" HARDWOOD DOOR PARTS J W/ 3/8" PLYWOOD f 3/4" MOISTURE TREATED W z o � �! ` 72° PLYWOOD REMOVABLE �, --- �� - PANEL - FURNISHED BY j Lr m i MILLWORK; INSTALLED BY ate Reg. No. 12342 a FINISH CARPENTER PLASTIC LAMINATE ON DASHED LINE INDICATES °' N P. LAM. SUPPORT PANEL 0 PARTICAL BOARD BACKER L END OR MIDPOINT AS REQ'D. 8d v FURNISHED BY MILLWORK; INSTALLED BY FINISH CARPENTER 3/8'+V TYPICAL VANITY SECTION FLOOR MAT RECESS 1/2- VERIFY - CONC FLOOR W/MAT SOPPLIER 1s SECTION- FLOOR MAT RECESS T2.2 > >Ir - r -o• LINE ELEVATION -FLAT ARCH OPENING -- m o r - r -V o ^z ao �a CEILING r - r-0, ir b WALL LINE co WALL OPENING ---i 5'-0" LINE ELEVATION -FLAT ARCH OPENING -- m o r - r -V o ^z ao �a r - r-0, ° = p a J CONNECT STL LINE OF WALL BEYOND d � U SEE FLOOR PLAN Q Lid STRUCTURE4. 1/4" PLASTIC LAMINATE TOP, EDGE 3/ / & BACKSPLASH ON 3/4" ABOVE o PLYWOOD iN PARTICAL BOARD (OR ----'-"" z Z rn BACKS - MOISTURE TREATED PLYWOOD -- I T GYP BD CEILINGS � � AT WET LOCATIONS) J herebycertifythat this Ian specification, a� a C �Ln r x 5/8" GYP. BD. ON METAL or report was perpared by meor under my direct supervision and that I am duiy C e.0 w STUD FRAMING -1 a Q' Re istered Arch ect under the laws of the 3/4" HARDWOOD DOOR PARTS J W/ 3/8" PLYWOOD ° Ln `n St a of --- - BOTTOM CL a z -------- ate Reg. No. 12342 a Q PLASTIC LAMINATE ON °' N r- ------------------ PARTICAL BOARD BACKER L 8d v PLYWOOD OR PARTICAL r - - BOARD SHELVES W/Ln HARDWOOD EDGE BANDING Q Q a _ _ -S'�SSSSS__SSS-S_-__SSSS�1 C i ADJUSTABLE METAL STANDARDS ' �•— r PLASTIC LAMINATE (/) :E �, BASE (TYPICAL) W "� Z ZW a Z W 00 � U TYPICAL BASE CABINET DETAIL rr- r - r-0, UQ a J CONNECT STL q Z STUD FRAME TO Q Lid STRUCTURE4. W ABOVE ----'-"" A.C.T. CEILING C) GYP BD CEILINGS J herebycertifythat this Ian specification, a� a I –4" 5/8" GYP. BD. ON METAL or report was perpared by meor under my direct supervision and that I am duiy C ._ STUD FRAMING -1 a Q' Re istered Arch ect under the laws of the St a of z N ate Reg. No. 12342 -- • 14 CEILING DROP °' N T2.2 L r . r -o• _ 2'-0" ROUGH OPENING 1'-10 1/4" CASEWORK DOWN LIGHTS TYP. OF (4) DOWN LIGHTS TYP. OF (4) GYP. BOARD SOFFIT �14SECTION- DISPLAY CASE 13.1 1"= 1'-0' 12 DISPLAY CASE/WALL ELEVATION T3. 1/4" = 1'-0" COUNTERSINK SCREWS (STAGGERED 0 8" OC.) PLUG & SAND SMOOTH 1 1/4" WD. CAP (STAINED OAK) 1/2" BLACK PVC "SHADOW -MAKER" DRYWALL REVEAL. GLUE IN PLACE HEADTRACK GYP. BD. 3 5/8' MTL. STUD 0 24' O.C. LOW WALL PARTITION 1/4" = 1'-0" FOR OBLIQUE VIEW - SEE 1/T4.1 15 SIDE ELEVATION A STAIR 1/4" = 1'-0" EQ. EQ. EQ ' 11 LEVEL 2 T3. SIM EL. 113'-4" MILLED OAK FASCIA--- 3. ASCIA3 b' E`'' GYP BD ALIGN HANDRAIL ATTACHMENTS W/STAIR BALUSTERS 0 OPPOSITE SIDE OF STAIR 4 SIM. FASTEN HANDRAIL TO T4. a VERTICAL WINDOW MULLION o b 3 5/8"'T711 GYP BD (1 -HR CONSTRUCTION) D-1 All ''' � T4. . bo b 'bo NO ACCESS P -LAM ---UNDER STAIRS P -LAM T3 (11) EQ. TREADS 0 12" =11'-0" f, 5'-0" 16 SECTION A CENTER LINE OF CURVED STAIR 10 EQ. TREADS 0 12"=10'-0' EQ. 131 (SIM.) 8 T3.1 SIM. I i� � SEE SHEET 12.1 FOR SECTION CUTS ON FLOOR PLAN KEYBOARD 3 TRAY T3. _ - - - - SHELF N- <--- TOE SPACE (5) 18"WIDE CABTS FILLER* 1 1/2" BACK SHELF �9ECEPTION CREDENZA 13.1 1/4" = 1'-0' 2 PLANTER �ti T3. � 1 GROMMET (BELOW) LINE OF WALL BELOW COUNTER KEYBOARD TRAYS 18' W. ROLL-OUT DRAWER (PENCIL) GROMMET (BELOW) CLOSURE PANEL W/- (1 1/2" BACK) OPEN SHELF (FIXED) 9 � 18'WIDE ROLL-OUT 13.1 DRAWERS (FILE) 3 18" W. ROLL -b i T3.1 r OUT 4 DWR. 1o RECEPTION DESK/PLANTER-PLAN 13.1 1/4" = 1'-0" 0 KEYBOARD TRAYS-_ ` OAK FACE TRIM --SCRIBE TO FIT ROUGH OPENING 1/4"SLIDING GLASS PANELS SET IN TOP & BOTTOM ROLLER FRAME AS MFGR'D BY K&V ADJUSTABLE BRACKETS W/ GLASS SHELVING %0 tet" I O C -v, TACK BOARD ON BACK (TYPICAL) ►� E o T ADJUSTABLE STANDARDS DESK 13.1 SEMI RECESSED INTO x o -(V BACK OF CABINET CD CSO p_LAM 3/4' OAK PLYWOOD � coo Q (TYPICAL INSIDE) c W O O N CONTROL JOINT ��M UD z Cr ALL K&V HARDWARE (SLIDING DOOR TRACK) (SHELVING BRACKETS &) o� a 0'� r O STANDARDS) SHALL BE i BRASS FINISH co OAK FACE TRIM �14SECTION- DISPLAY CASE 13.1 1"= 1'-0' 12 DISPLAY CASE/WALL ELEVATION T3. 1/4" = 1'-0" COUNTERSINK SCREWS (STAGGERED 0 8" OC.) PLUG & SAND SMOOTH 1 1/4" WD. CAP (STAINED OAK) 1/2" BLACK PVC "SHADOW -MAKER" DRYWALL REVEAL. GLUE IN PLACE HEADTRACK GYP. BD. 3 5/8' MTL. STUD 0 24' O.C. LOW WALL PARTITION 1/4" = 1'-0" FOR OBLIQUE VIEW - SEE 1/T4.1 15 SIDE ELEVATION A STAIR 1/4" = 1'-0" EQ. EQ. EQ ' 11 LEVEL 2 T3. SIM EL. 113'-4" MILLED OAK FASCIA--- 3. ASCIA3 b' E`'' GYP BD ALIGN HANDRAIL ATTACHMENTS W/STAIR BALUSTERS 0 OPPOSITE SIDE OF STAIR 4 SIM. FASTEN HANDRAIL TO T4. a VERTICAL WINDOW MULLION o b 3 5/8"'T711 GYP BD (1 -HR CONSTRUCTION) D-1 All ''' � T4. . bo b 'bo NO ACCESS P -LAM ---UNDER STAIRS P -LAM T3 (11) EQ. TREADS 0 12" =11'-0" f, 5'-0" 16 SECTION A CENTER LINE OF CURVED STAIR 10 EQ. TREADS 0 12"=10'-0' EQ. 131 (SIM.) 8 T3.1 SIM. I i� � SEE SHEET 12.1 FOR SECTION CUTS ON FLOOR PLAN KEYBOARD 3 TRAY T3. _ - - - - SHELF N- <--- TOE SPACE (5) 18"WIDE CABTS FILLER* 1 1/2" BACK SHELF �9ECEPTION CREDENZA 13.1 1/4" = 1'-0' 2 PLANTER �ti T3. � 1 GROMMET (BELOW) LINE OF WALL BELOW COUNTER KEYBOARD TRAYS 18' W. ROLL-OUT DRAWER (PENCIL) GROMMET (BELOW) CLOSURE PANEL W/- (1 1/2" BACK) OPEN SHELF (FIXED) 9 � 18'WIDE ROLL-OUT 13.1 DRAWERS (FILE) 3 18" W. ROLL -b i T3.1 r OUT 4 DWR. 1o RECEPTION DESK/PLANTER-PLAN 13.1 1/4" = 1'-0" 0 KEYBOARD TRAYS-_ ` 07 N � i tet" I O C -v, oCi p o T3. E o T w DESK 13.1 - PLANTER x o -(V U CD CSO p_LAM 1/8' MTL. SLOT � coo Q a c2o o ._ c O O N CONTROL JOINT ��M UD o� a 0'� r O a. o. bo RECESSED AREA OPEN OPEN P -LAM N 6— OAK VENEER, P LAM _ u EQ EQ �, EQ 1'-( EQUAL EQUAL 1'-7" L L 5 RECEPTION Y DESK rT RECEPTION DESK -FRONT 13.1 1/4" = 1'-0" qLV1/4" = 1'-0' P- LAM. STL STUDS 0 ACCENT PLANTER LIGHTING LINER P -LAM, PANEL P -LAM. ON PLYWOOD 5/8- PLYWD EA.'/-- A./ SIDE/3 5/8" SIDE/3 STL STUD FRAME EN ER POAK LYW 1/4 WD INLAY 2A PLAN VIEW OVERLAY 4' �' T3. 0 FRONT EDGE ED 6A p N VIEW OAK VENEER PLYWD 4' D4INLAY T3. 0 FRONT EDGE 1,_4" 8" VARIES 7" 2A P -LAM. ACCENT TASK LIGHTING ACCENT LIGHTING b' i I LIGHTING Ro' I ALL SURFACES -P -LAM I - TURNED -DOWN 16 GAUGE COPPER PERIMETER P -LAM. PANEL UNLESS OTHERWISE NOTED 0 (8") 3 5/8" MTL.STUD w/ 3/4 WOOD LEDGER% WATERPROOF MEMBRANE ON 2A PLY�4VDO.C. BOTH SIDES N WATERPROOF BACKER BD. -- 13.1 j o 3 5/8' MTL.STUD 'o 012" O.C. W/ 3/4' j 10 3 5 8" MTL. STUDS 0 O.C. I 6A PLYWD. BOTH SIDES 16" W 5 8" GYP.BD. / / OAK VENEER PLYWOOD T3. W/ P -LAM ON CABT ivl C -4I SIDE ONLY I ' OVERLAY c l FILE DRAWERS 3 5/8" MTL. S D \ j OAK VENEER PLYWD I CONC. FLOORS Bj P -LAM BASE (1 1/2" BACK TYPICAL) RECEPTION DESK -SECTION PLANTER -SECTION ' 3/4" = 1'-0' I 2 1/2" DIA. GUARD RAIL 1 /4" STL. PLATE <------STL.TUBE BEYOND — _ 1 1/2- DIA. STL. HANDRAIL (MATCH STRINGER)BY MISC MTL STL.ANGLE \ FASTEN TO EACH VERTICAL t SLAB EDGE R= 1 1/2" 1 1 /2' X 1 1/2" STL i SEE STRUCT ANGLE BOTH SIDES THRU BOLT 0 °° EA. VERTICAL `�; ° ° ° WELD BY MISC MTL G ° . °° 135' 1 1/2" WELD ri 4 i T3. I� ) PERFORATED METAL-McNICHOLS CO. 3/32" DIA. 5/32 STG. CTRS. STAINLESS STEEL I PERFORATED METAL PANEL ANCHOR MILLWORK W/ WD. SCREWS & CNTR-SNK. HEADS TO STL. PLATE k, STRINGER MILLED OAK FASCIA b (BY MILLWORK) I SEE 8/13.1 FOR ADD -L. NOTES STL BEAM MILLED OAK STRINGER TRIM 1 /4" PAINTED A.i WD. INLAY 211 x SOFFIT FRAMING 0 16" O.C. 8" GYP BD 1 1/2" = V-0" CONNECTION TO SLAB A POST MILLED OAK -� FASCIA BY MILLWORK b! 1/2" X 3/4" REVEAL W/ 1/4- PTD W TRIM BY MILWORK --.� 1 1/2" 3/g SECTION A STAIR STRINGER 1 1/2" = 1'-0' U C ` 07 N � i tet" I O C -v, oCi p o E o T w a O w cn x o -(V U CD CSO t o � coo Q a c2o o ._ c O O N C> ��M UD o� a 0'� r O a. o. V C ` E ' o- a C -v, oCi p o E o T w c a C n Q> ' n o c Q) E v c (y N O H ? Q U o� a 0'� r O co (p rn � I I M �p N p 1 I ao O O N �QQ o U V' a Z - SO CL)LLJ /J NN W LL Ci DRAWER FACE HOLD 3/4" BEHIND EDGE I � U J N (n Z C WY s . = 3 0 U Q 0 2 0 .URE PANEL � � a o U WALL OF FILE DRAWER z \ Z 4 CABINET SIDE U C LO CZ 3 PLANA DRAWER FRONT N M 3" = 1'-0" 13.1 V 1 5/8�" 1 1 /4" � — PERFORATED METAL O TREAD PERFORATED METAL SCREEN U.) 0 ALLEN HEAD S. EDGE CHANNEL z W Z THRU-BOLT Z Q ere y cTVif2XQWVWI4RA Tation W Z BOTH SIDES or report was perpared by me or undder m PAINTED STL. CLIP direct supervision and that I am a dul r ^ PAN BY MISC MTL Re istered Ar 'tect under the laws of t V J BY MISC MTL St n t Z PLATE STRINGER BY MI MTL� Q 0 SOFFIT FRAMING ate Reg. No. '2342 _ BD. _ V) U 1 /2" OPEN ,^ a PAINTED STL. CLIP - BD BOTH SIDES a ALLEN HEAD THRU- BOLT •d o z S.S. EDGE CHANNEL N _ PERFORATED MTL. PANEL�3)4"1 aco . ' 1� 3 4� 4 PLAN A POST / GLASS CONN— T3.1 0 ("2-� TYPICAL STAIR SECTION 3/8"=1'-0" ROOF HATCH 2'-6"x8'-0" W/ INTEGRAL CURB TOP OF DECK ELEVATION VARIES (FIELD VERIFY) 1 1/4" TUBE STEEL RAIL BY MISC. METALS 7r:\` CV \\7 ^ STL CHANNEL STRINGERS W/ 24' WIDE TREADS - \\� GRIP STRUT OR APPD. EQUAL - BY MISC METALS CLIP ANGLE - BY MISC METALS SHIPS LADDER SECTION mk EL. 128'-3- T.O. 28'-3"T.O. PARAPET EL. 126'-10" T.O.D. EL. 122'-4' CEILING EL. 113'-4" FLOORLINE EL. 108'-10 SOFFIT EL 100'-0" CONC. SLAB 3/8"=1'-0" 2" SO. STL. TUBE VERT. & HORZ. RETURN END VER DOWN TO LANDIN( EXPANDED METAL CONT. STL. CLOSUI TO MATCH STRIP BY MISC. MTL. COP WELD TUBE TO STEEL PL. 1/4" BENT PLATE (SEE STRUCT.) ('AP OFF RTU 0 i0 00 V C (�41� � / N a> c N ,O O � d O N O �' 2 z c •3 •� rn az � >O W U N w C y� LSI O C N .1d - N ggEg��� Ln N S U M O I T Cn V Cn =O ,r-, I Y Q Ln N 6 Y 0 0 0 W O t c U Cl cn 0 m o rn W O C co V C (�41� � / N a> c LLED STL. PAN TREAD — ANDING (3") & STL. RISERS . CLOSURE BY MISC. :ONTR. --� 1/2" RADIUS NOSING (MAX.) i (TYPICAL) f ° '� . • ( • f / STIL. STRINGER BY MISC. METALS CONTR. STAIR LANDING SECTION & ; GRARDRAIL 1 1/2"=1'-0" V , � Z SCJ p V Z W _ W L 2" SO. METAL TUBE HANDRAIL �1 1/4' STL. CLOSURE BY MISC. METALS CONTR. CONC. & DECK SLAB ,(FW n} f ° CONC. FILLED STL. PAN TREAD ° (2") & LANDING (S') & STL. RISERS BY MISC. METALS CONTR. _ �_�� •. ° o, � �/4" BENT PLATE CLOSURE EE STRLST. HerebDwGS. y certify that this plan specification, c • . .. or report was perpared by me or under my direct supervision and that I am a duly Z, Re istered Architectunder the laws of the T- " 6" St of M c> 12342 L atef..feg. No.— N_ 3 STAIR SECTION @ FLOOR SLAB N ,O O � d O N O �' 2 z c •3 •� N az � >O W U H � U C w C y� LSI O C N .1d - N ggEg��� v� N S U M LLED STL. PAN TREAD — ANDING (3") & STL. RISERS . CLOSURE BY MISC. :ONTR. --� 1/2" RADIUS NOSING (MAX.) i (TYPICAL) f ° '� . • ( • f / STIL. STRINGER BY MISC. METALS CONTR. STAIR LANDING SECTION & ; GRARDRAIL 1 1/2"=1'-0" V , � Z SCJ p V Z W _ W L 2" SO. METAL TUBE HANDRAIL �1 1/4' STL. CLOSURE BY MISC. METALS CONTR. CONC. & DECK SLAB ,(FW n} f ° CONC. FILLED STL. PAN TREAD ° (2") & LANDING (S') & STL. RISERS BY MISC. METALS CONTR. _ �_�� •. ° o, � �/4" BENT PLATE CLOSURE EE STRLST. HerebDwGS. y certify that this plan specification, c • . .. or report was perpared by me or under my direct supervision and that I am a duly Z, Re istered Architectunder the laws of the T- " 6" St of M c> 12342 L atef..feg. No.— N_ 3 STAIR SECTION @ FLOOR SLAB � rn O N O N Q O W � Q az � >O W W LLED STL. PAN TREAD — ANDING (3") & STL. RISERS . CLOSURE BY MISC. :ONTR. --� 1/2" RADIUS NOSING (MAX.) i (TYPICAL) f ° '� . • ( • f / STIL. STRINGER BY MISC. METALS CONTR. STAIR LANDING SECTION & ; GRARDRAIL 1 1/2"=1'-0" V , � Z SCJ p V Z W _ W L 2" SO. METAL TUBE HANDRAIL �1 1/4' STL. CLOSURE BY MISC. METALS CONTR. CONC. & DECK SLAB ,(FW n} f ° CONC. FILLED STL. PAN TREAD ° (2") & LANDING (S') & STL. RISERS BY MISC. METALS CONTR. _ �_�� •. ° o, � �/4" BENT PLATE CLOSURE EE STRLST. HerebDwGS. y certify that this plan specification, c • . .. or report was perpared by me or under my direct supervision and that I am a duly Z, Re istered Architectunder the laws of the T- " 6" St of M c> 12342 L atef..feg. No.— N_ 3 STAIR SECTION @ FLOOR SLAB r z M O T V) 0 V =O C :2 Y Q 6 Y 0 0 w t C1 U LLED STL. PAN TREAD — ANDING (3") & STL. RISERS . CLOSURE BY MISC. :ONTR. --� 1/2" RADIUS NOSING (MAX.) i (TYPICAL) f ° '� . • ( • f / STIL. STRINGER BY MISC. METALS CONTR. STAIR LANDING SECTION & ; GRARDRAIL 1 1/2"=1'-0" V , � Z SCJ p V Z W _ W L 2" SO. METAL TUBE HANDRAIL �1 1/4' STL. CLOSURE BY MISC. METALS CONTR. CONC. & DECK SLAB ,(FW n} f ° CONC. FILLED STL. PAN TREAD ° (2") & LANDING (S') & STL. RISERS BY MISC. METALS CONTR. _ �_�� •. ° o, � �/4" BENT PLATE CLOSURE EE STRLST. HerebDwGS. y certify that this plan specification, c • . .. or report was perpared by me or under my direct supervision and that I am a duly Z, Re istered Architectunder the laws of the T- " 6" St of M c> 12342 L atef..feg. No.— N_ 3 STAIR SECTION @ FLOOR SLAB 4 VL a e FIRST FLOOR REFLECTED CEILING PLAN t 1/8"=1-0" NORTH PARTITION SCHEDULE PARTITION TO UNDERSIDE OF CEILING 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS an AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF FINISHED CEILING. TOTAL THICKNESS = 4-7/8" PARTITION TO UNDERSIDE OF DECK 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4 -7/8 - PARTITION TO UNDERSIDE OF DECK - 1 HOUR REARANKA13M 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 4-7/8" (1 HOUR RATED) 1 PARTITION TO UNDERSIDE OF DECK - 1 HOUR 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON 2-1/2- METAL STUDS AT 24" O.C. MTL. STUDS AND GYP. BD. FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 5' (1 HOUR RATED) 5'-0" HIGH STL STUD PARTITION 3 5/8" STL STUDS ® 24" O.C. W/ 5/8" GYP BD EA SIDE W/WOOD CAP SEE DTL 13/T3.1 hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Re istered Architect under the laws of the Stle of1&06g1 ia•Jr•11'j. gate�� Reg. No. 12342 U � v (5-) C O O �-' CrC,� Ci O O 7 `N E o m � N i c In C -D N t� U 'd N N W O N (/I �Q) "0 I N C GG rn a W O H• N � C 3 a O W (n x a WQ0 U Li W }- O �O J Z w W U LO CSO Q a m O /A C) p Q> Cn.- I d C « 07 C N O F— UQ Z V W IA W am ck� 0 U —` � v cri V) E'o ©'G n O O �-' CrC,� Ci O O 7 rn E o m � N Z c In UQ ori o V U 'd N N W O N (/I C •� O L v GG rn a v> •Z L sn��o'c O H• N � C 3 I I N O I I n 00 C) O V) W Ca Oa cn a- Z. ' Q O W o` a Q:: v� o rn r O m �-' r � mW Z O m � N Z LnLr) 3 0 UQ o = o V F- 0- o o (/I a a v Z o rn Cy I z O r, O c o� LnLr) 3 0 F- 0- o o (/I I Z J CL WQ0 W }- z �O J Z w W Z V W o W F— UQ Z V W W W ck� Q) Q> o a 6 z T• Q) L Q) FL V) s C N — Ln N I i CC) M N C W O CC) C3 O x W C t� � C O CQ c.C) Q O m O A B C D E F G H J cn p O I I O M cn SECOND FLOOR REFLECTED CEILING PLAN 0 r'Ah1I I I IVN %W.:r1CVULC PARTITION TO UNDERSIDE OF CEILING 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF FINISHED CEILING. TOTAL THICKNESS = 4-7/8" PARTITION TO UNDERSIDE OF DECK 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4-7/8" PARTITION TO UNDERSIDE OF DECK — 1 HOUR 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 4-7/8" (1 HOUR RATED) PARTITION TO UNDERSIDE OF DECK — 1 HOUR 2 LAYERS 5/8" TYPE "X' GYPSUM BOARD BOTH SIDES ON 2-1/2- METAL STUDS AT 24" O.C. MTL. STUDS AND GYP. BD FROM FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES AND VOIDS WITH FIRE SAFING INSULATION. TOTAL THICKNESS = 5" (1 HOUR RATED) 5'-0" HIGH STL STUD PARTITION 3 5/8" STL STUDS ® 24" O.C. W/ 5/8" GYP BD EA SIDE W/WOOD CAP SEE DTL 13/T3.1 hereby certify that this plan spec ificatiorl, or report was perpared by me or under my direct supervision and that I am a duly Registered Ambitect under the laws of the Reg. No. 12342 u c T 'Q N `- O CL O C 6- p O 7 F E '0 z 's C ` N z C N'0 U Q O y Q> C 0 `d CD V x U . � r-- CN W O C H C N G �p1 O a ^ O o W u–•• 6. U � ct> rn Q, I I N I I n O C> v) W C Q <1 �a z a,ck� W L&J rn Z C7 m o T � M W M '0 z Z o N z 3 Q U Q �=) o = a U CD V x U . � r-- Q' U -)M Z M D U Z J o Z Q - Z U C tli CD V x U . � r-- Q' U -)M Z p cn U-) a ^ o o W U I� W 0 W W � W� Q W C() a V) � ZZ oW J LL - IQ U< o Q W W (n U Q> o CL �— 0 • • 0 DOOR SCHEDULE DOOR NO. DOOR SIZE DOOR TYPE FRAME TYPE HDWE. NO. REMARKS LABEL DOOR NO. DOOR SIZE DOOR TYPE FRAME TYPE HDWE NO. REMARKS LABEL 100A 3'-0" x 8'-0" Al F5 3 c H W O ¢ N 186 3'-0" x 8'-0" A F3 15e , N 100B 3'-0" x 8'-0" Al F5 5 UD Oldw 187 3'-0" x 8'-0" A F3 13c 101A 3'-0" x 8'-0" A F1 13c > c0 188 3'-0" x 8'-0" A F3 15e c�0 Q 103 3'-0" x 8'-0" A F1 24d 20 MIN 189 3'—Q" x 8'-0" A F3 15e r-rn cn 104 3'-0" x 8'-0" A F1 24d 20 MIN 190 3'-0" x 8'-0" A F3 15e 106 3'-6" x 7'-0" Al F1 14c 20 MIN 191 3'-0" x 8'-0" A F1 15e 107 3'-6" x 7'-0" A F1 16g 20 MIN 192 3'-0" x 8'-0" A F3 13c 108 3'-0" x 8'-0" Al F5 6c 193 3'-0" x 8'-0" A F3 14c 20 MIN 109A 3'-0" x 8'-0" Al F5 6c 109B 3'-0" x 8'-0" A F1 14c 20 MIN 203 3'-0" x 8'-0" A F1 24d 20 MIN 110 3'-0" x 8'—O" A F3 14c 20 MIN 204 3'-0" x 8'-0" A F1 24d 20 MIN 111 3'-0" x 8'-0" A F3 15e 207 3'-0" x 8'-0" A F1 16g 20 MIN 112 3'-0" x 8'-0" A F3 13c 211 3'-0" x 8'-0" A F3 14c 20 MIN 113 3'-0" x 8'-0" A F3 15e 212 3'-0" x 8'-0" A F3 14c 20 MIN 114 3'-0" x 8'-0" A F3 15e 213 3'-0" x 8'-0" A F3 14c 20 MIN 115 3'-0" x 8'-0" A F3 15e 214 3'-0" x 8'-0" A F3 14c 20 MIN 116 3'-0" x 8'-0" A F3 15e 215 3'-0" x 8'-0" A F3 13c 117 3'-0" x 8'—O" A F3 15e 216 3'-0" x 8'-0" A F3 13c 118 3'-0" x 8'-0" A F3 15e 217 3'-0" x 8'-0" A F3 13c 119 3'-0" x 8'-0" A F3 15e 218 3'-0" x 8'-0" A F3 13c 120A 3'-0" x 8'-0" A F1 13c 219 3'-0" x 8'-0" A F3 13c 120B 3'-0" x 8'-0" A F3 14c 20 MIN 220 3'-0" x 8'-0" A F3 13c 121A 3'-0" x 8'-0" A F1 13c 221 3'-0" x 8'-0" A F3 14c 20 MIN 121 B 3'-0" x 8'-0" A F1 13c 222A 3'-0" x 8'-0" A F3 13c 122 3'-0" x 8'-0" A F1 13c 2228 3'-0" x 8'-0" A F3 13c 124A PR 2'-6 X 8'-0" A F2 17c 227 3'-0" x 8'-0" A F1 14c 20 MIN 124B PR 2'-6 X 8'-0" A F2 17c 229 PR 3'-0" x 8'-0" A F1 18 W/ ELEC. HOLD OPEN 20 MIN 125 3'-0" x 8'-0" A F1 24d 20 MIN 230 3'-0" x 8'-0" A F1 13c 126 3'-0" x 8'-0" A F1 24d 20 MIN 231 3'-0" x 8'-0" A F3 14c 20 MIN 127A 3'-0" x 8'-0" A F1 14c 20 MIN 232A 3'-0" x 8'-0" A F1 17c 127B 3'-0" x 8'-0" A F1 14c 20 MIN 232B 3'-0" x 8'-0" A F1 17c 128 3'-0" x 8'-0" A F3 14c 20 MIN 233 3'-0" x 8'-0" A F3 13c 129 3'-0" x 8'-0" A F3 14c 20 MIN 234 3'-0" x 8'-0" A F3 13c 120 130A 3'-0" x 8'-0" A F3 14c 20 MIN 235 3'-0" x 8'-0" A F3 14c MIN 130B 3'-0" x 8'-0" A F3 14c 20 MIN 236 3'-0" x 8'-0" A F3 14c 20 MIN 132 PR 3'-0" x 8'-0" A F4 18 20 MIN 237 3'-0" x 8'-0" A F3 13c 133A 3'-0" x 8'-0" A F3 21c 20 MIN 238 3'-0" x 8'-0" A F3 13c 133B 3'-0" x 8'-0" Al F5 60 239 3'-0" x 8'-0" A F3 14c 20 MIN 134 3'-0" x 8'-0" A F3 14c 20 MIN 240 3'-0" x 8'-0" A F3 14c 20 MIN 135 3'-0" x 8'-0" A F1 16g 20 MIN 241 3'-0" x 8'-0" A F3 13c 136 PR 3'-0" x 8'-0" A F2 17c 242 3'-0" x 8'-0" A F3 13c 137 3'-0" x 8'-0" A F3 14c 20 MIN 243 3'-0" x 8'4" A F3 14c 20 MIN 138A PR 3'-0" x 8'-0" B F2 11d 244A 3'-0" x 8'-0" A F1 14c 20 MIN 138B PR 3'-0" x 8'-0" A F1 18 20 MIN 2446 3'-0" x 8'-0" A F1 14c 20 MIN 139 4'-0" x 8'-0" A F2 13c 245 3'-0" x 8'-0" A F3 14c 20 MIN 152 3'-0" x 8'-0" A F1 13c 246 3'-0" x 8'-0" A F3 14c 20 MIN 153 3'-0" x 8'-0" A F3 13c 247 3'-0" x 8'-0" A F3 13c 154 3'-0" x 8'-0" A F3 13c 248 3'-0" x 8'-0" A F3 13c 155 3'-0" x 8'-0" A F3 13c 270 3'-0" x 8'-0" A F3 13c 156 3'-0" x 8'-0" A F3 13c 271 3'-0" x 8'-0" A F3 13c 169 3'-0" x 8'-0" A F1 13c 272 3'-0" x 8'-0" A F3 13c 170 3'-0" x 8'-0" A F3 13c 273 3'-0" x 8'-0" A F3 13c 171 3'-0" x 8'-0' Al F3 15f 274 3'-0" x 8'-0" A F3 13c 172 3'-0" x 8'-0" A F1 13c 276A PR 3'-0" x 8'-0" A F1 18 20 MIN 173 3'-0" x 8'-0" A F1 14c 20 MIN 276B 3'-0" x 8'-0" A F1 14c 20 MIN 175 3'-0" x 8'-0" A F3 13c 277 3'-0" x 8'-0" A F3 14c 20 MIN 176 3'-0" x 8'-0" A F3 13c 278 3'-0" x 8'-0" A F1 14c 20 MIN 177 3'-0" x 8'-0" A F1 13c 279A 3'-0" x 8'-0" A F1 14c 20 MIN 178 3'-0" x 8'-0" A F3 13c 2796 3'-0" x 8'-0" A F1 14c 20 MIN 179 3'-0" x 8'-0" A F3 15e —0" 1 4c IN 180 3'-0" x 8'-0" A F3 115e 181 3'-0" x 8'-0" A F3 15e 185 3'-0" x 8'-0" A F3 13c SEE SCHD i Oi 0I i i A S.C. WOOD FLUSH DOOR TYPES SES_ E SCHD * SES E SCHD TEMP GLASS i Do TEMP GLASS Al ALUMINUM B H.M. FLUSH W/ GLAZING INSUL. 2" SEE SCHED. 2" 2" SEE SCHED. 2" 2" 3'-0" &1'— 6" 2" '� iv WIRE 0o 00 0o GLASS F2 H.M. F3 H.M. w LITE WELDED WELDED 12'-0" , SEE EXTERIOR ELEVATIONS FOR WDW FRAME 2") 2'-8" 2', 6'-0' 2" 2'-8" 2° 2" SEE SCHED. 2" 71 TEMP GLASS CO60 WIRE GLASS F4 H.M. w LITES F5 ALUMINUM IN CURTAIN WALL WELDED FRAME TYPES WIRE GLASS W 1 H.M. wl LITES WELDED WINDOW FRAME TYPES , hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Re istered Arc ect der the laws of the St f Tate Reg. No. 12342 0 U CSS C CL aCi " o ° LN E o H o I ° � c H W O ¢ N Cn C � 01 D V •� 4? , N C W 0 UD Oldw D O X Q a C> > c0 } t � c�0 Q a m p o c O a O C N r-rn cn to co LAJ A. 0 z V) o 0 Y rn '` M .�• m �U-) C Y cD ; u LO C) 41) W 3 �o r CL M U CL s! O z O II U Occ �v z U-) .— co C 0 CL M in ` a W Q Q WF Co O. Z w W Z W? v 8. Z cy- Ua p O W Q U a� o 0 z T• a� L N vi E� CL aCi " o ° E o o ° � c H W O ¢ N E C N 8 o O 01 D V •� 4? to co LAJ A. 0 z V) o 0 Y rn '` M .�• m �U-) C Y cD ; u LO C) 41) W 3 �o r CL M U CL s! O z O II U Occ �v z U-) .— co C 0 CL M in ` a W Q Q WF Co O. Z w W Z W? v 8. Z cy- Ua p O W Q U a� o 0 z T• a� L N O A LEVEL 1 - FINISH PLAN I C3 C1 i 1/8" = 1'-0" LOBBY SEE 3/1`1 .3 FOR FINISHES ii►�� see 2/F1.1 for border III OFFICE OFFICE ® OFFICE ® II all areasC1 C1P1 I� C1 S 1/8" = 1'-0" LOBBY SEE 3/1`1 .3 FOR FINISHES PRI t�'Aw/m, ROOMS: 128, 129, 130 & 132 CARPET BORDER 1/2" = 1'-0' LOBBY SEE 3/F1.3 FOR FINISHES KEY TO '-INISHES FLOORS ii►�� see 2/F1.1 for border lunchrm. field 1'-6" C1 Carpet border shown is typical for all conference rooms. field TZ1 Type: thinset all areasC1 Color: S-370-4, color: cedar Mfr: Mannington Commercial Carpet Mfr: Terrazzo PRI t�'Aw/m, ROOMS: 128, 129, 130 & 132 CARPET BORDER 1/2" = 1'-0' LOBBY SEE 3/F1.3 FOR FINISHES KEY TO '-INISHES FLOORS ii►�� see 2/F1.1 for border lunchrm. field CARPET lobby field TZ1 Type: thinset all areasC1 Color: S-370-4, color: cedar Mfr: Mannington Commercial Carpet Mfr: Terrazzo lobby Style: Baypointe cabinets Color: S-315-4, color: gray Color: Rock Crystal (rocr) lobby stairs C2 Mfr: Mannington Commercial Carpet countertops Color: S-311-4, color: black Style: Spoletto NOTE: Divider strip sholl be zinc, 1/8" wide. R4 Color: Impresario (impr) conf. room C3 Mfr: Mon�ingtop Commercial Carpet 11 borders WALLS Style: elvedere Color: Dionthus (dion) — green conf. room C4 Mfr: Mannington Commercial Carpet borders, r� Style: Nepenthe II lobby border Mfr: Benjamin Moore — eggshell finish Color: Acojou (ocaj) — burgundy NOTE: Carpet base to be C1, 4" high bound edge CERAMIC TILE Mfr: American Olean field CT1 Type: 2"x2° mosaic Color: A52 Buff Granite accentMfr: American Olean CT2 Type: 2"x2" mosaic Color: A07 Linen NOTE: Grout shall be Hydroment, sanded, color: Sand Beige TERRAllO ii►�� see 2/F1.1 for border lunchrm. field Mfr: Terrazzo lobby field TZ1 Type: thinset restrooms Color: S-370-4, color: cedar lunchrm accent Mfr: Terrazzo lobby accent TZ2 Type: thinset cabinets Color: S-315-4, color: gray lobby accent TZ3 Mfr: Terrazzo R3 Type: thinset countertops Color: S-311-4, color: black lunchrm accent NOTE: Divider strip sholl be zinc, 1/8" wide. _cpt. ii►�� see 2/F1.1 for border lunchrm. field Mfr: Mannington . coffee centers R1 Style: "Essentials", 1202, VCT RESILIENT TILE w V' lunchrm. field Mfr: Mannington . coffee centers R1 Style: "Essentials", 1202, VCT restrooms Color: 125 Silverpine lunchrm accent Mfr: Mannington R2 Style: "Essentials", 1202, VCT cabinets Color: 118 Wineberry lunchrm accent Mfr: Mannington R3 Style: "Essentials", 12x12, VCT countertops Color: 100 Navy lunchrm accent Mfr: Mannington "Essentials", R4 Style: 12x12, VCT reception desk Color: 103 Goldenrod NOTE: Vinyl base shall be: VPI, 4"x1/8" coved, color: 07 Willow WALLS Color: 7190-58 Bark Grofix PAINT PL5 general P1 Mfr: Benjamin Moore — eggshell finish r� Color: #1005 (light toupe) d stQroframes P2 Mfr: Benjamin Moore — eggshell finish ae6ove Ca3 Color: #1006 (medium taupe) accent walls P3 Mfr: Pratt & Lambert — eggshell finish Color: #1479 Hemlock (green) lobby walls P4 Mfr: Polomyx 0 Color: 404—AF30 two color, medium splatter CERAMIC TILE restrooms CT3 Mfr: Dal—Tile Style: 4x4 matte wall tile w co Color: D-725 Dove NOTE: Grout sholl be unsanded, Hydroment, standard white �I: MISCELLANEOUS w V' PLASTIC LAMINATE o O a restrooms PL1 Mfr: Nevamor c W Color: Creme Tranquility TO -2-1T cabinets PL2 Mfr: Wilsonart Z y Color: 1763-60 Brune Slate countertops PL3 Mfr: Wilsonart N � Color: D15-60 Wineberry reception desk PL4 Mfr: Formica , co0 0 0 U LO Color: 7190-58 Bark Grofix reception desk PL5 Mfr: Formica worksurfoces r� Color: 2493 Stonedust elevator cabs PL6 Mfr: Formica I N Color: 660 Haze Paper Craft CEILING TILE: Armstrong, Classic Step Cirrus, 2'x2' TOILET PARTITION: Mfr: All American Metal Corp. Color: #70 Burgundy, baked enomel WOODSTAIN: Natural stain on plain sliced red ook. ENTRANCE MAT: Mfr: Pedimat color: 8930 Fown STAIR RAILING—point finish to match: Chemetal, anodized aluminum, brushed pewter finish #916 STAIR 'B' #108 SHALL HAVE RUBBER STAIR TREAD BY FLEXCO, "RADIAL Ir', COLOR: RGT-735 SEA FOG . hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State ofVWapgth. hLoaNJ. Reg. No. 12342 e L401 am O u S w V' 0 0 CL E'er o O a c v c c o 0 0 o c W cv Cl) C Z Z y 4) C na>•a o x o 0 --cc N � I X C . E�� 0 c 0 N L , co0 0 0 U LO a> Cn c r� •� Lr -) I N w 0 cD a O x w co O C O U QC) •`_ � V LO n I UD Q C a m O r. --)O N :3Ch- O O O O I N O e L401 am O u S w V' 0 0 CL E'er o O a c v c c o 0 0 o E � W _ Cl) C Z Z y 4) C na>•a o x o 0 --cc v>'o � c 0 � W O C X C . E�� 0 c 0 N L , co0 0 0 U LO _V O 4) C u._ y 0 Ln a� o' 0 w V' z o LJ WQ z U C Cl) 0 Z Z - Q� o x �� --cc IT - X o 00 CL o 0 _j = U a w V' 0 W LJ WQ J L.i W �- Cl) 0 Z Z W Q WZ Z 0- IT - _j = U a w V' W LJ L J L.i 0 z a� LLs V) 6 0 I LEVEL 2 - FINISH PLAN 1/8" = 1'-0" KEY TO FINISHES FLOORS Moore — general CARPET lobby field TZ1 Type: thinset all areasCt Color: S-370-4, color: cedor Mfr: Monnington Commercial Carpet Mfr: Terrazzo lobby Style: Boypointe I--ibert Color: S-315-4, color: gray Color: Rock Crystal (rocr) lobby stairs C2 Mfr: Mannington Commercial Carpet Mfr: Monnington Color: S-311-4, color: block Style: Spoletto NOTE: Divider strip shall be zinc, 1/8" wide. Style: "Essentials", 12x12, Color: Impresario (impr) conf. roomMfr: O gun o V Mannington Commercial Carpet borders C3 Style: Belvedere II Mfr: Monnington O O Color: Dianthus (dion) — green coni. room C4 Mfr: Mannington Commercial Carpet borders, U Style: Nepenthe II lobby border lunchrm accent Color: Acajou (acoj) — burgundy NOTE: Carpet base to be C1, 4" high bound edge CERAMIC TILE Mfr: American Olean field CT1 Type: 2"x2" mosaic Color: A52 Buff Granite accentMfr: American Olean CT2 Type: 2"x2" mosaic Color: A07 Linen NOTE: Grout shall be Hydroment, sanded, color: Sand Beige TERRAllO Moore — general Mir: Terrazzo lobby field TZ1 Type: thinset Mfr: Monnington Color: S-370-4, color: cedor coffee centers Mfr: Terrazzo lobby accent TZ2 Type: thinset I--ibert Color: S-315-4, color: gray lobby accent TZ3 Mfr: Terrazzo lunchrm accent Type: thinset Mfr: Monnington Color: S-311-4, color: block Color: 404—AF30 two color, medium splatter NOTE: Divider strip shall be zinc, 1/8" wide. RESILIENT TILE Moore — general P1 lunchrm. field P2 Mfr: Monnington eggshell coffee centers R1 Style: "Essentials", 12x12, VCT I--ibert — eggshell finish Color: 125 Silverpine Hemlock lunchrm accent Mfr: Polomyx Mfr: Monnington N L 'p Color: 404—AF30 two color, medium splatter R2 Style: "Essentials", 12x12, VCT C O gun o V Color: 118 Wineberry reception deskMfr: lunchrm accent Formica Mfr: Monnington O O Color: 2493 Stonedust R3 Style: "Essentials", 12x12, VCT U Color: 100 Novy Z lunchrm accent Mfr: Mannington a C C O O c0 R4 Style: Essentials", 12x12, VCT W Color: 103 Goldenrod v NOTE: Vinyl base shall be: VPI, 4"x1/8" coved, color: 07 Willow WALLS PAINT Moore — general P1 door ooramwall aebove P2 CCf3 eggshell accent walls P3 lobby walls P4 CERAMIC TILE restrooms Mfr: Dal—Tile CT3 Style: 4x4 matte wall tile Color: D-725 Dove NOTE: Grout shall be unsonded, Hydroment, standard white Mfr: Benjamin Moore — eggshell finish Color: #1005 (light taupe) Mfr: Benjamin Moore — eggshell Color: 1006 (medium taupe) Mfr: Pratt & I--ibert — eggshell finish Color: #1479 Hemlock (green) Mfr: Polomyx Q N L 'p Color: 404—AF30 two color, medium splatter MISCELLANEOUS PLASTIC LAMINATE !� � restrooms PL1 Mfr: Nevomar _ E O T t Color: Creme Tranquillity TO -2-1T cabinets PL2 Mfr: Wilsonart � o Color: 1763-60 Brune Slate countertops PL3 Mfr: Wilsonart Q N L 'p Color: D15-60 Wineberry reception desk PL4 Mfr: Formica C O gun o V Color: 7190-58 Bark Grofix reception deskMfr: PL5 � Formica worksurfaces O O Color: 2493 Stonedust elevator cobsplg W V) Mfr: Formica U Color: 660 Haze Paper Croft CEILING TILE: Armstrong, Classic Step Cirrus, 2'x2' TOILET PARTITION: Mfr: All American Metal Corp. Color: #70 Burgundy, baked enamel WOODSTAIN: Natural stain on plain sliced red oak. ENTRANCE MAT: Mfr: Pedimat color: 8930 Fawn STAIR RAILING—point finish to match: Wretol, anodized aluminum, brushed pewter finish #916 STAIR 'B' #108 SHALL HAVE RUBBER STAIR TREAD BY FLEXCO, "RADIAL II", COLOR: RGT-735 SEA FOG hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architec under the laws of the Stlite olp OF ..-�� 49 W -W to Reg. No. 12342, 0 • U !� � C C N _ E O T t Ln Uc a% -, Llai Lr)'W - (0 0 c � o I V � Q N L 'p •� � N C O gun o V W ._ U cn co 46 O O x W W V) p U Li Z Q a C C O O c0 W Q W Z v V) I CO O N =3 O W CL O O C N O �� c0 kA am O V C !� yN O a E 'C C 0Z 0 Z E O T t W Uc a% -, Llai Lr)'W - (0 0 c o --c0 V 0CL CL CP Q) c o0 L> N L 'p N W O C 3 y E G> c O� y L O gun o V Gi W u0id C 3 � T M -- m Z o o rn Z cZ -x3 M 3 =O u W o= 0-1.) a,Z Q r� a o v U Q) Q) 0 a � o ' Z N N LL 0 Z 0 Z Uc a% -, Llai Lr)'W - (0 0 ^ x ? (7) 0xtiM ;ac --c0 0) a W / • W Q E- �0 Z 0 W Q W Z (� QW V) /LJJ Z W J L.1_ U Q) Q) 0 a � o ' Z N N LL • .4 e u r BORDER TO BEGIN APPROXIM 2 TILES FROM FINISHED WALI VCT SYMBOL KEY ENLARGED RESTROOM TYPICALS 1/4" = 1'-0" C El R1 Mfr: Type: Mannington 12%12" 12" vct lobby field TZ1 Type: thinset Color: 125 Silverpine Mfr: Mannington Commercial Carpet �I I Mfr: Type: Monnington 12%12" 12" vct lunchrm accentMfr: Color: S-315-4, color: gray Color: 118 Wineberry C2 OMfr: R3 Type: Monnington 1 "xl " 2 2 Style: Spoletto NOTE: Divider strip shall be zinc, 1/8" wide. Mfr: Mannington vct conf. room C3 Color: 100 Navy Color: 100 Navy R4 Mfr: Type: Monnington 12%12" 12" Mfr: Mannington Commercial Carpet borders, Color: 103 Goldenrod vct lobby border VPI, 4"x1/8" coved, color: Color: 103 Golden Rod ENLARGED RESTROOM TYPICALS 1/4" = 1'-0" C El P1 CARPET lobby field TZ1 Type: thinset all areas C1 Mfr: Mannington Commercial Carpet �I I lobby Style: Boypointe lunchrm accentMfr: Color: S-315-4, color: gray Color: Rock Crystal (rocr) lobby stairs C2 Mfr: Mannington Commercial Carpet countertops Color: S-311-4, color: block Style: Spoletto NOTE: Divider strip shall be zinc, 1/8" wide. Mfr: Mannington Color: Impresario (impr) conf. room C3 Mfr: Mannington Commercial Carpet t3elvedere It borders Color: 100 Navy 1 conf. room C4 Mfr: Mannington Commercial Carpet borders, Color: 103 Goldenrod Style: Nepenthe II lobby border VPI, 4"x1/8" coved, color: Color: Acajou (acaj) — burgundy ! Carpet I __J ZZ I C W _ L_ W O CD a O , W t!1 O O Li CL I Q> I +- li I c I Q a m O r� I — cT N O O I O O C N E_. i ! I I I _ ! I I _ l I ! I � � I I ,• I i I i T' I I ; I I WALLS.- ALL ALLS:ALL LUNCH ROOM WALLS TO BE PAINTED: P1 CABINETS: WALL & BASE CABINETS TO BE PL2, COUNTER TOP TO BE PL3 ENLARGED LUNCH ROOM PLAN 1/4" = 1'-0" KEY TO FINISHES FLOORS P1 CARPET lobby field TZ1 Type: thinset all areas C1 Mfr: Mannington Commercial Carpet Mfr: Terrazzo lobby Style: Boypointe lunchrm accentMfr: Color: S-315-4, color: gray Color: Rock Crystal (rocr) lobby stairs C2 Mfr: Mannington Commercial Carpet countertops Color: S-311-4, color: block Style: Spoletto NOTE: Divider strip shall be zinc, 1/8" wide. Mfr: Mannington Color: Impresario (impr) conf. room C3 Mfr: Mannington Commercial Carpet t3elvedere It borders Color: 100 Navy Style: Color: Dianthus (dian) —green conf. room C4 Mfr: Mannington Commercial Carpet borders, Color: 103 Goldenrod Style: Nepenthe II lobby border VPI, 4"x1/8" coved, color: Color: Acajou (acaj) — burgundy NOTE: Carpet base to be C1, 4" high bound edge CERAMIC TILE Mfr: American Olean field CT1 Type: 2"x2" mosaic Color: A52 Buff Granite accentMfr: American CT2 Type: 2"x2" mosaic Color: A07 Linen NOTE: Grout shall be Hydroment, sanded, color: Sand Beige TERRAllO P1 Mfr: Terrazzo lobby field TZ1 Type: thinset coffee centersR1 Color: S-370-4, color: cedar VCT Mfr: Terrazzo lobby accent TZ2 Type: thinset lunchrm accentMfr: Color: S-315-4, color: gray lobby accent TZ3 Mfr: Terrazzo Style: "Essentials", 12x12, Type: thinset countertops Color: S-311-4, color: block Mfr: Wilsonort NOTE: Divider strip shall be zinc, 1/8" wide. t i ALIGN n FLOOR: ALL TERRAllO TO BE TZ1 UNLESS OTHERWISE NOTED WALLS: ALL LOBBY WALLS TO BE PAINTED: P4 ENLARGED LOBBY PLAN RESILIENT TILE P1 lunchrm. field Mfr: Monnington O � c coffee centersR1 Style: "Essentials", 12x12, VCT P3 Color: 125 Silverpine P4 lunchrm accentMfr: Mannington Mfr: Wilsonart Ln Style: "Essentials", 12x12, VCT countertops Color: 118 Wineberry Mfr: Wilsonort lunchrm accent Mfr: Mannington Color: D15-60 Wineberry R3 Style: "Essentials", 12x12, VCT cD Color: 100 Navy Color: 7190-58 Bork Grafix lunchrm accent R4 Mfr: Monnington Style: "Essentials", 12x12, VCT worksurfoces Color: 103 Goldenrod Color: 2493 Stonedust NOTE: Vinyl base shall be: VPI, 4"x1/8" coved, color: 07 Willow WALLS PAINT generaldir P1 P2 oroorr1 rll O � c pbve PL1 accent walls P3 lobby walls P4 CERAMIC TILE restrooms CT3 Mfr: Dal—Tile Style: 44 matte wall the Color: D-725 Dove NOTE: Grout shall be unsanded, Hydroment, standard white Mfr: Benjamin Moore — eggshell finish Color: #1005 (light taupe) Mfr: Benjamin Moore — eggshell finish Color: #1006 (medium taupe) Mfr: Pratt & Lambert — eggshell finish Color: #1479 Hemlock (green) Mfr: Polomyx Color: 404—AF30 two color, medium splatter 1/4" = 1'-0" MISCELLANEOUS mop PLASTIC LAMINATE � O � c restrooms PL1 Mfr: Nevamor C Z Color: Creme Tranquility TO -2-1T cabinets PL2 Mfr: Wilsonart Ln C() Color: 1763-60 Brune Slate countertops PL3 Mfr: Wilsonort V Q Color: D15-60 Wineberry reception desk PL4 Mfr: Formica cD O t Color: 7190-58 Bork Grafix reception desk PLS Mfr: Formica worksurfoces 0: Color: 2493 Stonedust elevator cabs PL6 Mfr: Formica U'' 0Q Color: 660 Haze Paper Croft CEILING TILE: Armstrong, Classic Step Cirrus, 2'x2' TOILET PARTITION: Mfr: All American Metal Corp. Color: #70 Burgundy, baked enamel WOODSTAIN: Natural stain on plain sliced red oak. ENTRANCE MAT: Mfr: Pedimat color: 8930 Fawn STAIR RAILING—point finish to match: Chemetol, anodized aluminum, brushed pewter finish 0916 STAIR 'B' #108 SHALL HAVE RUBBER STAIR TREAD BY FLEXCO, "RADIAL 11", COLOR: RGT-735 SEA FOG , hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly 12egstered Architeq under the laws of the n. _s � Reg. No. 12342 e ° f am WA494O mop � O � c V) c p O O W C Z N W<Q — Ln C() d N • G0 6� C U V Q I W L- p y cD O t U U V _8 U I d �a L'� o 0: = � � U'' 0Q q __J ZZ I C W _ L_ W O CD a O X W t!1 O O Li CL Q> C O +- U � cp c I Q a m O r� — cT N O O I O O C N e ° f am WA494O co 0 N 0 z mop � O � c V) c p O O W E Z W<Q C C() d N • G0 6� C U UO c Q _ �w o r W c• -E Cd p y N (n O O t U U V _8 U I d �a L'� o 0: = co 0 N 0 z 6 Z LLL V) V) W Z W<Q C() 00- Z ZW Q W z 0 LL.J �' 0 _ V 0 0: = Q U'' 0Q q __J ZZ w W _ L_ V W o CL ,- 6 Z LLL V) • • -rc> 'TD (Lr --r (2 IVIS 21 1RQ. _ Yl�i'F.SL• '�i 1 GbM ES't'1 v v.1�c1t"-R.. 1`A Ei'�.dZi % Z h I i Qcnt4"N VAm Ot-t e�� F 1 Q S PQ�TEGT1 btJ `��R- - '�— PQ -Z \yz�' w=7E2 4 "�— Fes' -rbc No E 1- Plumbing shall be installed in accordance with state and local plumbing codes. 2- Do not scale. Verify all dimensions and elevations with the latest architectural drawings. 3- Refer to civil drawings for site utilities information. 4- Storm, sewer, waste and vent systems shall be PVC Schedule 40 to the maximum extent permitted by the plumbing code. 5- Domestic water piping shall be type 'L' copper. A. Provide flanged tee at water service; water service shall be brought into building by others. B. Provide approved domestic water meter 2"). C. Provide approved lawn irrigation met (`') with approved vacuum breaker. 6- Insulate all hot and cold water piping, excluding drops to fixtures. Insulate roof drain sumps, horizontal storm piping above grade and the vertical piping from the roof drain sump to the insulated horizontal run, including elbows. 7- Plumbing fixtures shall conform to A.D.A. guidelines. PI Flush valve (wail hung) water closet. P111 Same as P1, except ADA/I1DCP. P2 Urinal, wall hung with flush valve. P211 Same as P2, except ADA/I1DCP. P3 Counter top lavatory, single lever handle faucet. P4 Electric water cooler, wall hung, compact. P411 Same as P4, except ADA/lif)CP. P5 Mop sink, 36x36" floor set, Chicago 897. P6 Kitchenette/lunchroom/coffee sink, stainless steel, single compartment, gooseneck faucet. P7 Shower faucet, ADA/IIDCP with drain. Shower bay by others. P8 Wall hydrant. 8- Electric water heater. A. 50 gallon storage, locate at Mechanical Room #207. 9- For rough -in information see approved plumbing submittals. GR Mechanical. 12055 1 illm Tmil 17Ugets, MN 55374 I IIEREL;Y CERTIFY 111AT 'I11IS PLAN WAS PREPARED BY ME OR UNDER MY DIREf"'T SUPERVISION AND THAT I NI A PIASTER PLIMBER RfSISf'ERED UNDER T11E LAWS OF 141E STATE OF MINNESOTA. REG. NO. 3882 M3 LATE 7 - M 9 (c t`> 4 , U � y L~ - t c r c = Q C> J + • C N u .^ = 3 _ Lb! V ) v QL � Tj` i2 i � ,C Q, v 0 z ° (J v, C u N a> o+ O to C ^ o, c � y - t c r c = U + • C N u .^ = 3 _ v QL � Tj` i2 i � ,C "I a i 0 z ° V/ z q < W© (0 0) W z W_ G Q � L U n� v - 0- - 11 �P • a� L cli F•v 1 � y ` ++ m U + • C oz .^ = 3 _ v a o 0 z ° z u c a> o+ O to Q V/ z q < W© (0 0) W z W_ G Q � L U n� v - 0- - 11 �P • a� L cli F•v 1 YZa11117 III j T�P EI,.lEG . M!A'TL'Qi KEA`i>rtL 50G. P1P� ?-CUFF Tt:) P3 alt p4 - P4 " p4R Cl?i: ff�� PZ P3 _ Pl 12 PIN a � P3 X2 I+ ISOMETRIC DI-AGRAM - SANITARY & VENT PIPING si PW I 8 9' 597.6 894. T' TC 894.7 CB TOP -593 6 NVM888.9 894 8 TC 895, 8 J r t L U � Z�Z C O 898.5 -3TC MH 8951 H YC, L EGENQ Exist. San. Sewer manhole s ; ` Prop. son. sewer manhole GP s� -55 Exist. wotermoin - --'� Prop. wa termoin SOP=888.5 WnS76.0 _ Ex ist. goteva/ve TD 888.7 ® Prop. gafevolve d t& l TOP- s 3 R007A ----CEN7Fff 904.8 914.9 r f .' ydront - - II 6 7 c.b. -2 WOOF 07 5 9191 CU?VE c7" SPRCE 906.7 1 Iry 896 6 x(s . 12 C b. - I Rim e/ 895 .9 Inv. 891.5 Storm m. A -8 Rim 89J 4 9 898.5 70P= 890 6 '""'hydrant/nv. 891.0 D Rim e% 889.7 Rim el ST Rim e% $95.9 � el. al a:a 895.0 89a " Exist. e% 877.22 (E,W) S Inv. e/ 891.3 /nv, e% 880 S? (£, W) Prop. hydront & valve ; °7= Inv. e% 88,3.0 (5) 899.2 Inv. el 887.0 (S) � 7 p: .. } -Y - - - -- ---- r ----+=-- z - - - - - 27"RCP ST __S-- _ - -- --- ------ - - - - ----- - -- ------ _ 27 RCP T.- -- ----- MH SE .4 894 9 8c4 3 893.9 891 ` 5 in ( or Ca _ post d • t valve TOP -,891"3 -- - - 890.3 - -- - --- b89 6 -4: a N1/�d82.' PP �( ) 8 DIP W -- --- _ _ - �+ Nv8791 WV 890.8 ------------- --- 8'DIP W ---- -- "I ^896 0 TC 3 _ ao TC 894 5 894.0 TC 893 5 T,' Tr 92.2 8 CB �y q TOP V_✓ ki TC 89C.9 TC 890.4 TC 889 9 X39 4 3.6 �. H t I- - d93 7 a a _,.. .. _ Prop. son. sewer police deportment to be notified 48 hours prior to construcion. Street shall be repaired 398 }' I J ! I• I .. _ L.. I I \ .. r ?ll..' r.. ....... h \ 8 9' 597.6 894. T' TC 894.7 CB TOP -593 6 NVM888.9 894 8 TC 895, 8 J r t L U � Z�Z C O 898.5 -3TC MH 8951 H YC, L EGENQ Exist. San. Sewer manhole s ; ` Prop. son. sewer manhole GP s� -55 Exist. wotermoin - --'� Prop. wa termoin SOP=888.5 WnS76.0 _ Ex ist. goteva/ve TD 888.7 ® Prop. gafevolve d t& l TOP- s 3 7"9 0 o 9 904.8 914.9 r f .' ydront - - II 6 7 rn NV_092.5 ; 07 5 9191 c7" SPRCE 906.7 1 Iry 896 6 x(s . y ion vo ve NNS 7. I 90 9 898.5 a a. ... .. :. r" __. 2 .._- 895.3 894.5 898.5....,., 897.8 � 89 • ., _ a:a 895.0 89a " u 89 893.6 _- � s,,, 893.1 Prop. hydront & valve 1L 3 894 3 .� 853.8 8G3 4 ,-,0 _ __ _ . 73 _ 892.7 �. 8'91..2.. ° 899.2 5 G; 6 . - 7 p: .. } -Y - - - -- ---- r ----+=-- . TC 9:57 :. -- b_ p7� 1Q -- C b. - 1 pp q TNV.O 890 0 . ® r Pop in ( or Ca _ post d • t valve I 5 �'p _ :.. 4�� s 897.13 •. - yJ r 898.1 __ • 4" CRAB 914.1 � 9" P "'1J�J 917"5" ,.901.2 inv. 898.0 89' .... _ ..._ ......_........ ... ... _._...._ - Cb. 7 896 0 5951 /nv. e% 884 0 �. / v. _"� 8850 N' _ -- x�st son sewer 3.6 �. H t I- - d93 7 a a _,.. .. _ Prop. son. sewer police deportment to be notified 48 hours prior to construcion. Street shall be repaired 398 }' I J ! I• I .. _ L.. I I \ .. r ?ll..' r.. ....... h \ /m 897. B 6 0 ♦ - I j n. 8. I j� I I i Inv, ` �+ _.... d9 894.7' 89 8 5-4 ' - I .� - 90, Z - _ R r r t.597.�3 I f' I 8±97.6 "I' I' • \ 1 a96.8 1._ .a Y' b: - ! L 4_, I I I L_ t , ..._ ..f. Bqg 8 9 , I _ gg / 2. - 597.8 .........__. 8 dip. wotermoin ,- , \ � 896. 902 8 905 2 5 95.5 .. I-- - - - , I � 1 893.6 x (s storm sewer so 5 I vertical separation of 18 inches between pipe surfaces. if wotermoin must pass r .0 T� 2 C � - i x93.1 I _ _ Prop _ r StOr/17 sewer. a 900.2 �, be/ow sewer line, the sewer joints sholl be equidistant and as for as possible ` _ - - 7� X_ - { C.b. -3 I C.D. -5 Rim el 891.8 i Rim el. 894.5 o Rim e% 893.5 :,• Inv. el. 885.0 3I� ' I 6 59 ® Ex('sf. curb-in/e catch basin 1 - ....... Inv. e% 888 5 /nv. e1. 8882 S t _ _....... Exis E i ,3. w n sewer trenches located beneath bituminous areas, sidewalks, s, o r I .• _ 595 7 structuresx n exceeding 12 and shat/ be % %ftsde aCOmpOCt - �. t storm sewer m. . b. tom se h/ c � .7 900.7 899 8 899a.. _ 90' 3 898.0 8976 ^ b. -4 /m el. 8 .5 L - _ �.... 8 2 95. ............. ? 1- - 1903.6 ® Prop. curb -inlet catch basin yI�QLl1 00 89 .9 - 8 8 4 89 a nrs�7eq 0 895. 97.2 96.5 8 7.1 9 L89 8 ' 92 �`� fi A4Z A 893.2 Pr o s arm sewer r m e c. b. 78�il �- 4. I JR .. 59 99 eon"w 609 _ - T 7 0'' e rmain to be stubbed into buildingand stubbed up through floor. Ge ter line of riser sha be located feet from fin/shed inside - to va ve I - 1 surface of wall / ra unless noted otherwise. Ver approved to installation. = - 903 3 90'3:4... _....._.. ... 906 'g' `• 906.8 7"9 0 o 9 904.8 914.9 -- - - - ! -- - ---- I - - II 6 7 rn NV_092.5 ; 07 5 9191 c7" SPRCE 906.7 I 8984 897.E 896 6 30 15 0 30 60 912.2 '� t I 90 9 898.5 a a. ... .. :. r" __. 2 .._- 898.7_ ..... L >399r5 ......... V , "r,:, , 899,3 7: - 898.5....,., 897.8 � 89 • ., _ a:a 895.0 89a " ," SpP' ^, ,9 89 893.6 893.8 893.1 GENERAL NO TES SCALE FEET A 1L w -5 LqAbEv 5 G; 6 . - � 931 2 qD, 907.3 I - I--�T---- ----+=-- ! _ _�:, TC 9:57 V) 1,1 PLAN NOTES TC9152 00 Son sewer I _ ' - - � f I 7' SPRCG a _ A. _ • 4" CRAB 914.1 � 9" P "'1J�J 917"5" ,.901.2 inv. 898.0 I 502 3 " - - - -- _ - - - 4" CRAB 1. A// wotermoin to be class 52 ductile iron and shall hove a minimum 7.5 ft. depth U-) 905.6 902.8 - 96rr5 - - -- --- - - --- '"'"�� I- - _ W 41 P W police deportment to be notified 48 hours prior to construcion. Street shall be repaired cD ! 5-4 ' - I 912.3 - 90, Z of cover over p o / top of pe. per the existing typical section within one week of removal. • {'! 1 a96.8 99.5 1895.9. I y 897 Bqg xf�-top exist. 98..8 I _ gg / 2. Where wotermoin crosses storm or sonitory sewer lines there sholl be a minimum ce 8 dip. wotermoin ,r 900 C v7 902 8 905 2 90 2 4.,. 695. - - - , I -, 4q_.._ 1 893.6 r I" - F�za vertical separation of 18 inches between pipe surfaces. if wotermoin must pass T T� 2 a Vi � � C a be/ow sewer line, the sewer joints sholl be equidistant and as for as possible 0) X_ - { I from the water main joints.Adequote structural support shall be provided to i prevent damage to the wotermoin. - _ - - ,3. w n sewer trenches located beneath bituminous areas, sidewalks, s, o r _ 595 7 structuresx n exceeding 12 and shat/ be % %ftsde aCOmpOCt 90 .7 900.7 899 8 899a.. 901.2 902.4 _ 5 90' 3 90 .7 - 900.5 t f ed Xl of standardiPr sity 1903.6 899.8 902.5 _. 8968 99 t 1 78�il 4. Wotermoin sha/l enter building 6335 ft. West of the outside face of the East wall. 59 99 eon"w 609 0'' e rmain to be stubbed into buildingand stubbed up through floor. Ge ter line of riser sha be located feet from fin/shed inside - to va ve I - 1 surface of wall / ra unless noted otherwise. Ver approved to installation. with r mechanical plans error 901.2 899.9J1 Cr! ! • 0 u I ! I 897.8 T ;81 - -e 7 5. Sanitary sewer shall be stubbed into bui/ding, terminate 5 ft beyond inside 904 z I 595.9 , = face of wall. Mechanical contractor to match invert elevation of end of stub. /n . 1. storm 89.�I ! I I I I 6. Storm sewer sholl be stubbed into building, terminate 5 It. beyond inside I -- - T -- - - - - - + face of wall. Mechanical contractor to match invert elevation of end of stub. !. 899.6 900 4 901.7 906.3 _ _ , Siamese 899.8 _ Conn. I - - - - 7 All storm sewer to be class 3 reinforced concrete pipe unless noted otherwise. 904 /90 7! 902 I - _ 897'- -- _-_ __ _ ' J - goo1 895.1 894 8. Al/ exterior sonitorY sewer pipe to be p vc, sdr-26.9 v ­907-4- All storm and sonitory sewer pipe lengths ore measured from center of manhole. 905.9 10. Location of coordinates for manholes, catch bosins, hydrants, & valves 90E ST -5 is of center point of indicated structure. = - 903 3 90'3:4... _....._.. ... 906 'g' `• 906.8 7"9 0 o 9 904.8 914.9 -- - - - ! -- - ---- I - - II 6 7 rn NV_092.5 ; 07 5 9191 c7" SPRCE 906.7 I 8984 897.E 896 6 P 912.2 '� RCQ p ?,. 5P 6 F �' V `'- instal/- S C'p -- n m ` 0' 917.1 916.? o �+��� 7" PIN� Lh. R- 1642-B - -_ - -_ - - - - 895 , 916 D C/eonout ," SpP' ^, ,9 �� 906.8 I I A VAL ON w -5 LqAbEv 5 G; 6 . - _ -�$» 9 U.G. ELEC - 931 2 qD, 907.3 I - I--�T---- ----+=-- ! _ _�:, TC 9:57 V) 1,1 PLAN NOTES TC9152 00 Son sewer I _ ' - - � I I 7' SPRCG a _ A. Connection into existing t - storm sewer with be mode by open cutting Corporate • 4" CRAB 914.1 � 9" P "'1J�J 917"5" ,.901.2 inv. 898.0 I 502 3 " - - - -- _ - - - 4" CRAB Center Curve Street/n9 me shall be barricaded as required. Street deportment, and Note: The above costing numbers are from NEENAH FOUNDRY CO. U-) 905.6 902.8 - 96rr5 - - -- --- - - --- '"'"�� _ _ W 41 P W police deportment to be notified 48 hours prior to construcion. Street shall be repaired cD 906i' 4 905., �- - ° ` ST ` 8 5-4 ' - I 912.3 - 90, Z U.G. L per the existing typical section within one week of removal. • d _J d.ip. l 8 dip. combination firs &;domes w 897 xf�-top exist. 0 W l '1 / ZW J , ce 8 dip. wotermoin v7 902 8 905 2 / � � - - - CL Install valve & topping sleeve. = - 903 3 90'3:4... _....._.. ... 906 'g' `• 906.8 A e I l - 3.2 918.6 9, 9.3 a c Note: Retoinin ki f to be constructed 907.5 TR from keystone blsvck material Ceogndto = 906 6 0 0 920 0,:' 4�Q p 3" SPRCB s_ -� 9,s.o be used for Gtrng wall ,lito slope. Wo// to be 910, !, .,.: $-"' ✓ _ FnnllTAr4/R/� hlf 19/hara _ rill />A P 1 - B. Contact Stan Lexvold (City of Eogon) 48 hours prior to construction of sanitary sewer connection. I i I i i 899.97• 1 I I _ i 90.8 1!1 rl 905.7 90 4. 8 9C4 aG� �� r� V_r0 rte, SPRCB 7"9 0 o 9 I �ltg y�� �yhrra,rb/ Or f4 wo/l C Ctipn. ! SVS siY�' L�'�' 9151 X9153 913.4 914.7 L' ^� °j� NV_092.5 ; 07 5 9191 c7" SPRCE S. • 8" MPiI • g" L y`O 917.7 jGG 1 h' Q P , �� 9 912.2 '� RCQ p ?,. 5P 6 F �' V `'- instal/- S C'p -- n m ` 0' 917.1 916.? o �+��� 7" PIN� Lh. R- 1642-B O , 1� ' "4 P O INr o oa o 915 G p �,/ /� 00� /0 913 5 14.4 a. R- JO67V 916 D C/eonout ," SpP' ^, ,9 �� CLOSED GRATE 4 r� ; a° SPRCB ? o.. 915.0 A VAL ON w -5 LqAbEv 5 G; 6 . - _ -�$» 9 U.G. ELEC - -4 4^ - TC 0' TC 9:57 V) 1,1 912.1 TC9152 00 C � O 7' SPRCG 5 913.4 m 7" SPRCG • 4" CRAB 914.1 � 9" P "'1J�J 917"5" �A rn 4" CRAB Note: The above costing numbers are from NEENAH FOUNDRY CO. U-) 910.9 ' 0 W 41 P W cD 9098 911.0 912.3 Z U.G. L W • d _J -- GAS A P S. 0 W �' 91C 5 ZW J , ce ci UM v7 � - � � a CL N Va 9014 0 Z N T T� M Vi � A e I l - 3.2 918.6 9, 9.3 a c Note: Retoinin ki f to be constructed 907.5 TR from keystone blsvck material Ceogndto = 906 6 0 0 920 0,:' 4�Q p 3" SPRCB s_ -� 9,s.o be used for Gtrng wall ,lito slope. Wo// to be 910, !, .,.: $-"' ✓ _ FnnllTAr4/R/� hlf 19/hara _ rill />A P 1 - B. Contact Stan Lexvold (City of Eogon) 48 hours prior to construction of sanitary sewer connection. I i I i i 899.97• 1 I I _ i 90.8 1!1 rl 905.7 90 4. 8 9C4 aG� �� r� V_r0 rte, SPRCB 7"9 0 o 9 n 9'50 �ltg y�� �yhrra,rb/ Or f4 wo/l C Ctipn. ! SVS siY�' L�'�' 9151 X9153 Q 9155 --------- L' ^� °j� NV_092.5 ; 07 5 9191 c7" SPRCE S. • 8" MPiI • g" L y`O o^Q? �i jGG 1 h' Q P , �� 9 $ DIP W RCQ p ?,. 5P 6 F �' V `'- instal/- S C'p -- n m ` 0' 917.1 916.? o �+��� 7" PIN� Lh. R- 1642-B O , 1� ' "4 P O INr o oa o 915 G p �,/ /� 00� /0 913 5 14.4 a. R- JO67V 916 D C/eonout ," SpP' ^, ,9 �� CLOSED GRATE 4 r� ; a° SPRCB ? o.. 915.0 A VAL ON w -5 LqAbEv 5 G; 6 . - _ -�$» 9 U.G. ELEC - -4 4^ - TC '"?'_ 09'_9 =958 TC 9:57 V) 1,1 709156 7C9.55 T'9155 '= TC9152 Exist. hydront 915 ` Note: Existing sonitory sewer stub ® right-of-way line may be opprox. 24 ft. below street elev. Sheet -pile as a ` required to retain street. Restroinrwotermoin and other 908 V 3 °9i 3.9- -_- -RCP -SAN.--S. - - - - - - ------ lGiIPF_QS.le4lJ1=-- ---- CASTING (Type) 9155 --------- V) NV_092.5 ; _ c C &_; SAN TOP -915 4 ve y`O _4,561 7 N R- JO67V NV891.3 5/C 1.2 g CL OSED GRA TE R- 1642-B 5" 4/C2, 1 9, 10, 11 CURB INLET R- JO67V 6" 5/C 1.2 12 CLOSED GRATE R- 1642-8 5' A VAL ON w a 0 A VENUE V) 1,1 00 96046001.DWG MAP 915.3 _ _ 915.3 9' S 12`RCP SAN. 9,50 -- CITY PROJECT NO. 96 -BP -R t IP W MANHOLE CASTINGS / SETA/L H C.B. / M.H. CASTING (Type) CASTING (No.) CASTING (ht.) M.H. DETAIL _ c C &_; w ve y`O _4,561 7 CURB INLET R- JO67V 6" 5/C 1.2 g CL OSED GRA TE R- 1642-B 5" 4/C2, 1 9, 10, 11 CURB INLET R- JO67V 6" 5/C 1.2 12 CLOSED GRATE R- 1642-8 5' 4/C2. 1 � w a 0 V) 1,1 Ln C � O o w WW �A rn V, Z J Note: The above costing numbers are from NEENAH FOUNDRY CO. t T rn O o o E'2 H p a c 4) I IF i° _ c C &_; w ve y`O W C: nu a v H � O � 4) cn WC E g cCC r v C ;off' I N Ln I tet• rn Ln Ln N p CD 6 ox W Q> i C C O C QD �UD o m�� QJ rO Cn cr) cn J C T rn O o o E'2 H p a c c m o 0 IF E WE &_; w ve y`O W C: nu a v H � O � O C cn WC E g cCC ,0y V � r 0 O M c it Ln Ln Ln M z o w Z o \ Z 0I O o V C � 0 6) U U CC � w a 0 V) 1,1 Ln C � O o w WW �A rn V, Z J U-) Z � � W cD CC O Z W • d _J = o 0 W ZW J , ci UM v7 � - � � a CL 0 Z N T T� M U � � C Y 0 0 0) X_ - Ln Ln M C o Z o \ Z 0I O o V C � 6) 0T � N d o O WW �A Z Z V, Z J Z � � W Z Ua d _J W Q) O - CL 0 Z N T� s ' • "r e • i i J1 � r L EGENL� 000 Existing contours _ _ _ (000) Proposed contours -CORPORA A l LT Ef VE - C8 891 0 5 70P -890.69 H 1 D 9 5 sr. 8 �t:r(t! �Jl .y;:'.►'. � y� 892 6 i /rnV f, ttY.> 1...; ^ 90 .w :; CP _ 890.9 i 896.2: _ 27"RCP -S _ _ LTING"P111- 8 54 894.9 594.3 893 9 - - - ,.,►, - - _ _ 27"RCP .�T -__---¢--SMH _ - - - 890. 889.9 y, ' 889.4 �89 9SMH TOP=888.5 895 - 893.5 8�3.t TOP=891 3 NV.476-C 2-2(FP) q INV- wV 890.8 $•DIP W 8 -DIP w !I T 96 3 CB T 96 C TC 3Tr_ 894 P TC 5va 5 894 0 ^ 893 `_ T T�' NV.B38.1GENERAL NOTES- / �, n•, ,�, „ti ....• .a....tF..h7.S j. .•.,..• t. yr,.,, •� r - \V/0 E GRADING '7- 8945 .. .. r .'•,::rti HYD - i,.,„ " + .av•�''.'. ;',,' e TC 890. T 89C 4 C 889 9 TC 889 a TO 8 6,1 °' , ., Lyra . 895.1 ? t' "r?.(' : t•i, . �aa c= , , ry r NVQlir 895 3 v 894 5 ti' n!?+• SOAS 3 889 894.3 893 8 - 7 iii.4 .._ . ....... .... �q 899.2 F'? r 893. _.. 893.2 85 _ �91 5 cT' ---- MIR PI �p 99U 0 M] B,' i V.IR II( 8 7. y 5 89¢.5 - _ 495- t 1. Prior to commencement of site gradin all erosion contra/ measures must be in place. 898.1 98 5 �r !1 896 0 .............. 8�a 5 89j 7 893 7 /+ gr 899 6 y J :°: 897 0 et Ci -3 for information, see sheet C5 for details. r ; ~• See rm ... . f....... l ...... _. ... � 1•- 1. ;. 898...,.. e ' v o a 8 6 9 h c �� i 97 897 ' `' 4 a 8 897.6 + 96 1 6 I 89 99 8 15 8 955 ' ' 893_ ^ 9 2 i II ,� _ B9 7, B96 �,•. �, 2. A// areas to be groded shall be cleared and grubbed as required. Tree stumps, H '-so .o ° p a.2 t ,. 7' 89 .5 I ,. 893. a TC I _ a " 9 I 893, roots and other removed vegetation sho/l be disposed of off-site or may be buried TC i • $94, Ce B6915 t on-site in landscaped areas where underground utilities will not be instolled. I ? ? ° 6 .. All buried moterio/ sho/l be a minimum 4 ft. depth beneath the final finished rode. TOP -893.& ! p "t•• fb, 896 5 9 /•' I 898.0 8 7.8 I 897 6 1, 895.2 r- ! =` Prior to commencement of on-site grading, Al/ trees within the radio limits, Tr DO 89, B 8.4 89 a 895. 893.9 grading 894.8 896 C:i$979 }"r4: ' r' 97.2 96.8 89.91 893.8 3 i�0� B 7., 693 2 which ore destined to be preserved, sho/l be encircled with snow fence located outside the tree drip line perimeter. See Detoi/ CO4. 67.--, 4 Soil correctiond & t d h I/ b d with -�9 I i procedures compaction densities s o e in accordance ie ores c 8 l ..-�97 the soils report prepared by American Engineering Testing(report no. 961375) doted 4/9/96. r1QL _ aeo � B97 B B95 0 894. 8�3. 893 ? An Adequate number of Compaction tests shall be performed to al/ow preparation 7i Gi 8 898.5 Q 893.3 897 1 8911 90 s (898 _.. sao 0 7 . of a written document by the soils testing ogency confirming in-p/ace densities 895.8 L _ M . _ within building bituminous •. • � � , � � th the b /d b t ous areos. ..- 89 cc f 1 5. All cut & fill slopes shall be no steeper than 3.• 1 (horiz. to vert.) unless noted otherwise. 1 0 I 8- � 898.8 99.5 901 0 � '"•.. 9 , i t� `. J i i 900.0 899 3 90 .2 898. 895.0 8S3 893 ' 893 4 02.6 T T f -9!4.2 i i - 6. When proposed r p p sed g ode adjacent to parking area slopes upward, the first 5 ft. ane shall be graded at o 20.• 1 slope �9c � of /own area pore//a/ to the curb /' ' before k transition 3 1 TG o ; o i � i , "' ., e ore ma ing ronsi ion to ' 897 C I ( ! 898.7 i ! 899.8 901 902.3 901.7 900 5 i 901;7 90 7 9U2 a 9 t i _ -899 8 902 5 - 896 8 89 5 +I ' 893 7 7. The indicated proposed contours (solid lines) are finished surface elevations. 4 1903 6 e 199 0 Subgrode elevation in automobile parking areas shol/ be built to x inches below W I _ indicated fi,,,.,�(ished grade, and x inches below in truck moneuverinq ureas. F- I 5 9 906.4 i �f TC ! i Z� 3 3 ,: - -I ' 90 + � 906 6 � � .- .� 897.6 o c 9o1.z ° 8. A qualified soils engineer shall inspect and approve all fill materia/ prior to t I i _ I Ba8 8 '°' ems'e 7 8942 placement within the building and bituminous areas. + 904.2 '895 894 5 _ _ I 9. A// proposed grades may be adjusted upwards or downwards to - ; I + r. ° ! x99.6 - s. 3 I T - i i achieve on on-site eorthwork balance. t ti 901f 79063, T, i 900 a 9C7 t 907 1 06-OriFi : 1 '; 9Cp a dU7 4 902.2 3, I - 6`„ I J 10. Provide barricades & signoge as required prior to construction of 9P �Oo., 895.1 694 9 concrete entrance aprons. Contact City of Eagan Street Dept. 48 hours prior to construction. j PROP0,50 BUIL DING FL DOR EL EV. 905. D i 905.9 r I I i 9C2 6 9C1 ? 9 7 i9048 j r' j 906.7 897 6 0 7 $96 61 S jJ 0 I - - B9? TC t `� ' 902 �9�C 7 I - � � 3�` 7 t 90E.6 tp 899.4] + t 907.2 907.4 I 9C 3 0 - - - - - - - I I 907.1 i 3 --- - _ t c 901.2 A - + + ? 905.5 1 902.8 a0 906.1 t I t .....__.... 905.1 ; ' � -y - gbiF 9 � 900.3 C •5 j 1{ 903.0 � ---- I i 902.8 9C5 2 902 902. ` 903.3 • 90 j 90 06 906.8 ...... .... 9 ,t, o ....................__.....« ,.......... _CP .. ... ._.. _.. 908 _ . � ' / � _ ,.... . ........... - ........ _ ..._...........___..................._.._. __...._........... -- - �, 8 1 9918 899.9 91 ... C 4 n � 4 : 2 _ I. . _........... ........ ................. _....._....... - _ ._ g 9 ._ 9134 .. i8.6 _.... �J4 _.. _._.,... .....,,. .......919 6 914.7 _............. _..._..,_..-. .. ..917.7 919.3 9 g12 ®9.0.1 .S�J� ons �0 5 905.7 904.8 904:5 Note: i o ode c 912.2 �, Kr Om ke lone moterio% C n0�'2!b5 9_. 6 Oi..d. ... �,, Q eo �e ��� a' �a o 06 3" SPRCG. be used !or ti in w0�lt �i�fo s/d' Wo1/ to be C 9 90 . G�1 a Q.� a �.� �� " Transplant these �2 ` Ch 920 0/ 9'15 0 9 pbs g -71 fm . a 912.1 5 r �� QP J 919.5 rtMes � g 10 • 4" CRAB � ,y�,� • _.. 913x.. P n4i �f�Plt7 c c 9" Pr uR �......... ° QP „ �" ��g p 7 S RCB o 0 7" SPRCG' cy�a !YQn.o " 915.1 / � �2 ,� �. ,*�G......� o C 9 5.0 9117 f�... 9t53T� °s. A Q• O 9. 4" CRAB ^� 1 .1 5 7' SPRCG _........ • a7" SPRCG b- n,.�. 8 MoC � 8 - o� � g � L 910.9 0 �' ^ .. O 17 ®� b� pOQ i .+ PR o �0 9 0 0 9 8't�IP....1M..., , S,� $ e o c s .... 5.c o� 30 15 0 30 60 P W o DIP W . ...... ......... -. _9. _ ., ..-._ •' � r :. `.:'r' � ,� 7.. Pi •� ,-•'�-. a.. SPRC.� �� 916.0 4.� � �8" 909 8 911.0 912 3 913.5 914 a 91 0 1" SPRCG T+: �'v U, ELEC_ -EIN2U.G. ELEC -- e - GA$ HYD 915. t 53 "✓ 417.0 _ r t 9? 6 S J 9" 6 6 �!'�9' B a "�t 91 E 5 3 916 SCALE FEET P $T. S. C6TC r 4. 140 TC TC 915.9 0915. T 9158 TC 9'57 7C9'56 'C915.5 TC 9155 TC TC9152 T0 P=938 3 '.." 9155 4i r }yyrr nf: 915.4 Jt W-901 ' ? ' - ... ... , _ . iOt'r:� ",' :"v; r: :a?;J' • 1' ,fit Vf -' 908 a; 9103 go. P_9'1.5 2"RCP-SAN.--S. 972.8 913.9 9'''5' �_r 1 .1 _ 915.5 9i 5.5 9'S3 _ _ 3 53----- y'S - - --- 5,_ -- �• 1 SAN N SAN TOP•ggpp7�.7 9 3 a 9 .y, _ _ _ �', _ _ _ - TOP=9154 _ - - _ _ -- _ _ _ _ __-12`RCP SAN. S- _;--_ _-_ _--- REtiE1��L! J�� N'► ki 0, C2 NN �� Nv.891.3 iA U' a. REVIE ED A VAL ON a A VENUE a 96046001.JWG MAP d 00 uG" main RING D9PT CITY PROJECT NO. 96 -BP -R it I j f/1 E r c � I I "yrs I .p yl ��W r Cn C'V "I') I LI Ln C�QD Cn- U ON a CD I =3� Q0 O m C) O O CC"i �orn�co Cy C 1/1 49 as LLJ c 46 O VI e ' Q V.1 c� C! V) o O :, z��� c W 2 > u 3i AdT © o h C O Z Z -_ � U Z in Ov O _ U O � a N U N V) z W W Z Z CO © o Z Z -_ � U Z wLLJ U O � N U N c � � O U N cp CD LO O O (1) __� _� 1z o o , w J W LLJ s i o Z W J Q W `. M T ». m 'O U (1) C Y 0 0 � s O M o C) - Z O Z O U C � O Ln -- U a CL o 0 0 O W W Z Z CO ZZ a_ L Z Z -_ U `t c' ,. w c.:> U O .� CL f- 6 z w T� LO e e : e N • I r� C� r� 0') CN �c� I ---- -- -- -- CUR LEGEND �.o� R .� - c.b. -? a O x Exist. San. Sewer manho% w M.h. / 5. Prop. son. sewer monhole o Rim e% 895.9 7B 891 0 Rim e% 889.7 � c.b. - I Storm m.h. -8 P c Rim e% 89J 4 1Nv-ea6.9 Exist. hydrant Inv. e% 891.5 .oP=890.6 I HYp 5� _ _ _..._ _.- ._......._ Rim e% 895.9 cn St s, Inv, e% 891.,3 Inv. el. 880.52 (E, W) Inv. e% 877.22 (E,W) �~a� - _ 996 2 In v, ei 887.0 (S) ; 59G 9 Inv. e% 88,30 (S) 3 Exist. wotermo�n Co _ _i - - - a,m MH I 895 4 894.9 - -- 894.3 �`- 893 g - - - - - - - ----_- _ _ _ _ _ _ 2% RCP ST_ S. - - - - --"--- Prop watermain � o �' TOP -895.7 893.5 8 m SMH 890 3 8898 389 a 88.9 SMH I O C I NV-aa2,2(PP) 892 2 TOP -891 3 TOP=888.5 _..,.,. O O C N WDIP w Exist. gotevolve 8 DIP W ¢> INV -879.1 y `i 990.8 MV -876.0 3 TC TC 894 5 T : s TGP=89 r'>,> 88 `C 889.9 T 889 4 - 8 a TC 88. valve v X6940 __ $ TO 89_ TC 3 Q MH 895.1 HYO T 92 t 91 NV- �, T r 590.4 9 7 Prop gate hydrant M..y NV- 1 !..:. t• 895.3 894.5 ` ? r• �, Exist. hydront & valve U r •, 894.3 89 3.8 89 3 4 S 3 893.2 892.7 :•8p1 _ . .......... _ f f 70. ....................__.......�.. 899.2 _.,... "a • w M - �'':� r ; ......... ..... .....,.... . - 890 0 __.. __..._. ........ .. _ _. ....... 5 1Q S 32 Prop hydrant &valve P t d t / tA 0 rcp _ ..... X90 op. post 898.5 89'7:"8.••, _...... _ _ _ . _..._. _ __...._.. _ 898.1 8 7 Gib. -7 896.0.. _ 895.1 InK .. e% .r t7 / V. a J` C i ® r s �n ice or vo ve n /� 894 5 -T z ;. I ... L...........I _..._._...}., I I i I. L.._ ....._.I_ .. �...... ._..�............L..,.. `j I 4 898. -� / 18 7b 897. 8 6. 9} i _ _.. o Exist sen sewer Inv. a88 61 I I I I I �C: 2 97.7 , \ 1 I I I I 1 i a I ... ................... .... t. ,,...7 .. ; r... i � 97.7 ...:_........ 7.6 _.,_..... '\h' 1 � - .. ..... ... ..,,... __........ _, ... �•• f _; ...89....4 �i}'894.7 89 8 1 Prop. sen. sewer _.., 93. 89 .2 a IIaa II d�, fifirr f tt 8976 !§9 I I r........1.,.......I_• I I 71 b. ¢ L..._......I_ ,..... t I I i 95.5 I I _...__.I__....._!...... _....L.............. ,,_, ...L...__._,...,_I. .,...�.......... 1_ -. t 1 m �- 897.a ` \ 896.1 894.5 ~ 900.2 c -la ....._.._........_..._...._Ex/st....__.storm .. sewer -a- T T I f - 893.4 893.1 _ ..._ _. . _... .. Prop- ct - - C.b. -,3 C.b. -5 ..._."... ......_ ........ ......_._. w Rim e!. 894.5 Rim el. 893.5 • 89a.7 CB 1 I w._..._ . 885 - - - _ Rim e/ 89> 8 - I /nr. el 0 ° 896.6 ? 896.5 ® .. r A s o�rin sewer E Mv. e% 888 5 Inv. e% 888? TOP -893.8 � '' - I „ xist rb '+ 8 7.8 : cu �n a co c os�n _ 898 0 .b. -4 b _....J---.. 895.2 I i N Exist storm sewer m h / c _.J. 6 8.4 59 4 > 9 e 5 7 - ........,,.., ....._ ..... ®_ .. Prop. curb -inlet catch bos>,n i 893.9 3. 894 B 00 _.........__... 89 .91 .1 _.. ..__ ..,._....,. 96.8 895. ^ . _ Q1.D nrr§ 0 9 2 892.9,; a 893.8 O r, e TO 895.8 - 4 TC 898.6 TC 899 a G3 TC d w. I _ 'rQ i I ... Q CC . U.,..., ..;...8 8:9 A......__... ._......._E ��.. ' '.2._ ............... ,..... ,..898..7............_ ' ......._ - ! 190 .9 898.5 5 ._...._. 898:'5 8 7,B 30 15 0 30 6C 90Q J ); ,,:;:....._... ...a... 7....... 899 3 897 8 897.1 896:3_ 895.0 894.0....,.... 893.6 893.8 $?�:. , .,..... - , I 893.1 r_ GENERAL NO TES SCALE FEET .._......._...._.........,.__..__......._....._..W:_.,........_...:.. ' of t f 2 ductile Aron and sho/l hove o minimum 7.5 ft. depth I _ All wotermoin to be class 5 % � I _._... I cover over opo pipe. t 898.8 99.5 96 9 I- 901 0 I 900,0 8 1.3 90 .2 '$99:4 ....... ........... .. ....__ 898. �02 8 899 95. 93.6 8.3 , 89 morn mu ass 8g Where wotermoln crosses storm or sonitory sewer Imes, there shot/ be o minimum 8 0 g I Q � a vert�co! separation of 1B inches between pipe surfaces /f water must o to structural s s be/ow sewer line, the sewer joints shot/ be equidistant and as for as possible attar o h // from the water main joint .Adequo r support o be provided to ..... i - I prevent damage to the wotermoln. .. _... •. _ I � 3. Al/ water on sewer trenches located beneath br'tuminous areas sidewalks or ! I 90 .7 900.7 899.8 _ 899:1 901.2 4 902 8 __... _ 962.3 901.! 900.5 898.7 othert structures shot/ be bockfil/ed /n lifts not exceeding 12" and Shall be 1903.6 899.8 902 i 896 a compotted to 95 .t of standard / - de s ....... .902 5 . � 89 893 iy 9�2 899 0 894 1 .. 5 I ._.. .. 4 rm / . �8 i p n! 8 Wote ain sho / enter building 6.3.5 ft. West of the outside face of the Eost wall. _ .,gyp �1i g 9059 906a 906 ---- ---- tJ W rmoin to be stubbed into building and stubbed up through /loot t t:: ,' 897.6 ...:............. O o (:: .......-. - r w�le vo ve �- +- ter line f riser she// located 2 feet from finished surface of inside wail i 1 `• 899. :_�� ;; ':,. ':. , unless noted otherwise. be with approved mechanical plans prior to installation. 901.2 9 1.0 4 90 3 -"" I e9a 3 897.8 T - -$17 5. Sanitary sewer shol/ be stubbed into building, terminate 5 ft be and inside 904.2 I -' s95.9 894 5 8942 face of wall Mechanical contractor to match invert elevation of end of stub. - -- ---1- 1 /. storm Storm sewer sho// be stubbed into building, terminate 5 ft. beyond inside 899.6 c 5 I T - - + - - - t- - -{ i face of wail Mechanical contractor to match invert elevation of end of stub. i 900.4 9 ' ' 906.3 Slomese 899.8 907 1 507 1 907 06 I ���$ \ T - I 7. A// storm sewer to be class 3 reinforced concrete pi unless noted otherwise. 9CC. a 90?2 conn. _ - 904. 79 0 71 902.2 f 7 I - - - - 897.7_.. J 9 3 9001 895.1 69a 9 8. A// exterior sanitary sewer pipe to be pvc, sdr-26. All storm and sonito sewer • � ( `j a I I I ry pipe lengths ore measured from center of manhole. 905 9 I I ' I t 7 ! 10. Location of coordinotes for manholes, catch basins, hydrants, & valves 9o2.s 9G1.2 9go•7 9 '1-5 I - - I is at center point of indicated structure. 904.894.9 :r I � - � ---�--.---- I 906.' 897.6 - 6J 896 I g _ rn 90' J 900 7`. - 9� 995 7 835.7 906. B - f, 907 -0_ 4 927 1 I I 907 3 - -1 I - - - - ~ I I T - +-- - -�) ; PLAN NOTES 901.2 0o Son sewer I - - G, 9 _ - - - I I a A. Connection into existing storm sewer with be mode by open -cutting Corporate in v, 898.0 T - -1 ! Center Curve. Street sho// be barricaded as required. Street r 9os.s 902.3 _ ` �,, „�v 1 9°z 3 ideportment, and on St - - -- - _ - - eet sholl be repaired =- 1 � � � police deportment to b notified 48 hours prior to construci r re i T - 905.1 „ 8` dip 9 E 3 8'I di.. comb�noYion fire 9�me w 4 pertheexisting typical section within one week of removal. .. _....• X / / - p s 997 aAqt7top exist g�6 9031 9&0 9 / -8 dip. wotemmoin.� 903.0 _ 1Y19 pp! 902.8 ,.__. ..... 905. - - - - instal/ vo topping 9a2 903 3fi.s sleeve.Contact Ston Lexvo/d ( of E ) 48 h t t .......'(!;"1 ' B. City ogon ours prior o construction of sanitary sewer connection. ... .. ... ,.,...903:4,..,....... 906.8 _ 5 9("0.8 899 8 •ga....919.6..........:.. ..,. . . 9071 905.0. 8999.093' 4 8 8983 ....... ._.... ..............9j 2 .._.. ......... L�.6_ 9058 9147 • 7` SPRCG 910.9 A,H917.7 919.3 9201 Niote Rela/n!ng Wo/0 consficed 907.5 905.7 x 904.8912.2 s TR 913.4 a 4" SPRCG CRAB 914.1 4" CRAB P 919.5 ° PrNR�C-`. 9X75 1 0 0 �Y Ga ; rom 906.6 Q� 4� keystone moteno/Ow9r,d6 �� X00 •.��P- 0�? r ; ,,;... r t:, � SS ... Q'� � m 3:: gPRCB ' be for `Mto 7o °/� AS 915 0 G7" SPRCG 9Ga 5 "A Q 0 Q Q o M Q h g 0' Q •', �h�G 920.0: used lipi )g wolf slope. Wo/l to be 9, 0.1 ��� 915.0 3.4 7 CURB INLET 912.1 911 3 �. g "S -DIP w-11 14 • 7` SPRCG 910.9 5 913.4 a 4" SPRCG CRAB 914.1 4" CRAB P 919.5 ° PrNR�C-`. 9X75 1 0 0 �Y Ga ° 7" SPRC° i .1 7o °/� AS 915 0 G7" SPRCG 3 ,yo plc°7" ' '! 1 'VS '�?' l�"+' p�Qo/�°(jc 91 _.7 to C! r / " Or wo/l c M t/ n a 915.7 > p 915 3 8" 41PL r 8" L "A Q 0 Q Q o M Q h g 0' Q •', �h�G o a r M p 3.4 7 CURB INLET P w o 909 8 911 3 r 912.3 9135 914.4 g "S -DIP w-11 14 9 y B instal/ 91 0 c%an0(/t o a ° ° 9,7 .1 916.3 ° 9, 10,11 " oa / a' �Q� 8• "J4' ` 9' s 6" - U.G- ELEC 12 CLOSED GRATE R- 1642-B 5" 4/02. 1 7" SPRCG h 'SPc` �,. 9P16.0 _ - GAS P ST. S. H r0 915.1 �' 91•--,r� U.G. EIEC 2 9� TC909.6 TOP=908.3 INv-903.4 7C 910 5 1 a L .4. TC EX/St hydrant 9'15 5 C 915 9 TO 91 8 TC 915.8 Note:Existing sonibry sewer stub 0 right-of-waY /ine TC 915.7 TC 915 6 TC915.5 915.5 TO �C TG 9152 1 Note: The obove costing numbers ore from NEENAH FOUNDRY CO. „ may be opprox. 24 ft below street ek Sheet pile as y,G ; required to retoin street. Restroin�2rotermoin and other 908. - 91'_.5 7-R('D C�W-t-8-- - 913.9 ___ - - - - 915.' m Ur/I/%�j�tQq�,�+eC7 9155 9155 9153 9153 91=' 915C SAN ; v+ TOP- 0' 7 NV -2.5 A VAL ON 96046001.DWG MAP SAN _ 12 RC'USAN. 5. TOP -915 a NV -891.3 a. 3 A VENUE is CITY PROJECT NO. 96 -BP -R r - z W O U U CC W a v� �w V) C O V) rn > U-) O \ a:: o W e J _ _ o Z W LAJJ � � T CO T M t, U Q) C �[ U O 0 s d � U In 0 U -i o M O 0 z o 1-1. z 0 i u c � Q> V� - Q) O vi � O d • Q i.i0- WW Z Z Z < z�� Z F_ U d Q F- W u a� 0 o b Z N CD T� s C/') IP w MA/VHOLE CAST/NGS / DETAIL M. H. CAST/NG (Type) CAST/NG (No.) CAST/NG (ht.) M.H. DETAIL 3.4 7 CURB INLET R-J067V 6" 5/C 1.2 g CL OSED GRA TE R- 1642-8 5" 4/C2. 1 9, 10,11 CURB INLET R-J067V 6" 5/C 1.2 12 CLOSED GRATE R- 1642-B 5" 4/02. 1 . 1 Note: The obove costing numbers ore from NEENAH FOUNDRY CO. r - z W O U U CC W a v� �w V) C O V) rn > U-) O \ a:: o W e J _ _ o Z W LAJJ � � T CO T M t, U Q) C �[ U O 0 s d � U In 0 U -i o M O 0 z o 1-1. z 0 i u c � Q> V� - Q) O vi � O d • Q i.i0- WW Z Z Z < z�� Z F_ U d Q F- W u a� 0 o b Z N CD T� s C/') Clnrm m h -L7 A VAL NV -8191.3 ♦ V& - _ - GENERAL NOTES: EROSION CONTROL 1. All erosion control measures shall be in place prior to commencement of site groding: °wwe:9 89°� M. h.-12_ Rim el. 895.9 properly disposed whenever depth reaches 50 9' of the height of the silt fence or 699.0 894-t 593.7 straw bales. Rim el. 895.9 r --1n v el. 891.5 el. 889.7 el. 877,22 (E, W) Rock sholl be added as required to prevent mud-trocking onto city streets. ST S /mmediotely after installation, All storm sewer catch bosins & culvert inlets shall be 890 9 Inv e% &3J.0 (5) in place until final surfacing is completed or until permanent vegetation becomes established. 4. Inv. e% 891.3 _ - _ 89C 3 _ 27'RCP ST_ S --- 8898 9 forth in the Mn. Dot spec. 3886A. 2 SMH TpP=889.5 5. Straw bales or silt fence around storm sewer inlets shall be placed to allow a minimum 889.4 gg 9 wv890.8 8'DIP W 27'RCP ST_ S• - / Nvl76.0 i MH 8 5 4 894.9 _ 594 3 893 < TC 88.9 T.. 888.7 yi�� TOP -8957 _........ .. ......_. NV-8192.2(PP) L EG ElV O - 8'DIP W 1 48 92. _...._......_._... __......_.... 861..2. ... T 896.3 889 S Tq Stoked straw bales T 896.0 TC TC 894.5 TC 894 .__..,....,_............ 896.0. ,......._ Vr lq v � ALO � b65. J Silt fence (Mirofl En wrofence) 895.1 HYD - 694. TOP_ 6.3 ' 7- 846.O 1i+D69W,- tt .................1._..... �._..... y,'s itJl _ �... .. 4._........ g4 894.7 NW 9 � 3 CL S 1 I ! i ......._. ..... .._..... f_...._ . j. . 93. 89� 215 ............................. . i (Reinforced) ........�....._._.......1. _ . 1......._.._........ I �o y 5 t : i _.._.................. 8981 7 899 5 h- f 93.4 893.1 89 I Stoked strow bales .. _.- ....... �..•__.._ Rim !n v el. 995,0 - - (around storm inlets) Q7 89 .� - 96.5 897 6 _ ... ._......_. Mirofi En virofence .....__. •. 1 zo .1197;7..._�..... _._ .. . 894 5 .2 3 0 (around storm inlets) Tc - - 895 • 894.7 CB ............ 893.9 TOP=893 5 .. ...... .. . . NVMN&9 _._ _ _ _. ......_.. _ _ _ _ _......, ._......... ..... . _.. ._ ..................... 898 0 U7.8 1- I 8976 TC 00 i., . .....,,_........... 89 :9 Rock construction entrance 894 8 € So S -6 I_ ........... .......... ......... ..... .... _... ..... ... _........ ....'.�'U 1 .., : 2.....,._ . _. _, ..__........_. -..... 89$.7. _...._....M._._ T 7 90 9 898.5 I hOi 8 ,r _ _.. ... ............ ..... Tc i L 895.8 _ i 898.8 99.5 t02.8 899. -9 2 . _.......... _ e 897.0 . ....................... ..,........._......._............. .r.-.. . ........_ t } I900.7 . go',.7 899.8 •. 1088'...... 901 -w.......... 1903 i..._......... ......,.._.................. 899.8 ... ._....... 1 r� } ,. 901.2 9 1.0 9013 i 904.2 tt 899.6 c t t 1 900.4 i' 901 899.8 3 � 4,7g0 .7i 902.2 X4.790 90^ a TC ; 898.6 3 f 902.6 901.2 90.i.7 9 904.8 9C4.9 .4 TC 899.4 i 4 901.2 901 905.6 902.8 ............... 900.3 TC 903.0 902.8 902. 903.3 9661# 906 B 913.4 914.7 917.7 918.6 912.2 G"let 912.1 a 0 ♦ 5 913 4 c 4" CRAB 9" p1 ` P aGP 7" SPRCG 0 7" SPRCG 914 1 NR 4" CRAB 910.9 P W 009.8 911.0 912 3 913.5 U.0. EL - GAS P ST. S. TC909, 6 TC 91C 5 TC 911 a TC 912 5 ce 'OP=908 3 Nv-903.4 Vi 908, 910.3 91 5 - 2'RCP-SAN.-S:-�-= 9 ' 8 SAN TOP -907 7 Nv_8W2.S w I 95046001.DWG MAP Clnrm m h -L7 A VAL NV -8191.3 ♦ V& - _ - GENERAL NOTES: EROSION CONTROL 1. All erosion control measures shall be in place prior to commencement of site groding: °wwe:9 89°� M. h.-12_ properly disposed whenever depth reaches 50 9' of the height of the silt fence or 699.0 894-t 593.7 straw bales. Rim Inv. el. 889.7 el. 877,22 (E, W) Rock sholl be added as required to prevent mud-trocking onto city streets. 894 /mmediotely after installation, All storm sewer catch bosins & culvert inlets shall be 890 9 Inv e% &3J.0 (5) in place until final surfacing is completed or until permanent vegetation becomes established. 4. 33•R� _ - _ 89C 3 _ 27'RCP ST_ S --- 8898 9 forth in the Mn. Dot spec. 3886A. 9C� SMH TpP=889.5 5. Straw bales or silt fence around storm sewer inlets shall be placed to allow a minimum 889.4 gg 9 wv890.8 8'DIP W / Nvl76.0 i CB TOP Nv-88ga04 7.3 TC .9 T 890.4 TC 889.9 TC 88.9 T.. 888.7 yi�� _. _........ .. ......_. L EG ElV O 48 92. _...._......_._... __......_.... 861..2. ... 9 .5 �......�Q.........__..... 889 S Tq Stoked straw bales C. b. - 1 �� 890.0 .__..,....,_............ 896.0. ,......._ • _ .. 8951 % eL 86.4. 01 lq v � ALO � b65. J Silt fence (Mirofl En wrofence) - 694. 893 7 893.7 7- 846.O 1i+D69W,- tt .................1._..... �._..... y,'s itJl _ �... .. 4._........ g4 894.7 �._...� ! /\ I I 89 8 � 3 CL Silt fence (M/rof/ Envirofence) 1 I ! i ......._. ..... .._..... f_...._ . j. . 93. 89� 215 i (Reinforced) ........�....._._.......1. _ . I �o 7 93.4 893.1 , I Stoked strow bales .. _.- ....... �..•__.._ Rim !n v el. 995,0 - - (around storm inlets) ........ ........... . 89 .� - 96.5 _ ... ._......_. Mirofi En virofence 895.2 I 3 I _ (around storm inlets) 895 893.9 _._ _ _ _. ......_.. _ _ _ _ _......, ._......... ..... . _.. ._ ..................... 892.0i - = - 893.8 893.2 Rock construction entrance I_ ........... .......... T 7 I _ _.. ... ............ ..... LSI 30 15 D 30 60 SIOALE FEET • a a 00 901.5 896.5 PLAN NOTES E36 0 A. Catch basins no. 2,2A, 4, 4A shall be encircled with silt fence immediately after installation. 858.0 8953 114 5 (Note: a plan note is indicated by a letter within o circle. See plan for corresponding letter indicating specific locotion of described feature.) 915 8"DIP W -U.G. ELEC r, 915.5 9155 915.3 915.3 915.1 9150 -- - -- - --12WSCAN. S. - - - - ICITY PROJECT NO. 96-8P4 • • N t17 I � I � N w W� c c a c� =3 I o m o� O C I O O C N �0 72 H c n u •a C .y W C L :3 C « U a U O H NQ g it z W 0 U U W CL N R N C i o W V) >o 4) \ W O W J li !Y Z W J � � T M T .. m 1' U tv C �[ U O O W s CL o U. Ln L0 CD c O � a z z �J U C 0 aJ o Z d D D CL O 1..L W W i--- CO zZ O Z� U w Z Z O U0 o Q W W w u a� O a � 0 z c T� �UL N F,. 893.7 893.4 GENERAL NOTES: EROSION CONTROL 1. All erosion control measures shall be in place prior to commencement of site groding: Silt fence & stoked straw bales shall be inspected after each mojor rainfall event and sholl be repaired as required. All accumulated erosive soils shall be removed and properly disposed whenever depth reaches 50 9' of the height of the silt fence or 699.0 894-t 593.7 straw bales. 2. ConstructioA'rentronces sholl be covered with coorse rock per detail JIC6. Rock sholl be added as required to prevent mud-trocking onto city streets. 894 /mmediotely after installation, All storm sewer catch bosins & culvert inlets shall be 894 5 encircled with stoked straw bales or silt fence per detoil 1/C6. Protection shall remain in place until final surfacing is completed or until permanent vegetation becomes established. 4. Silt fence sholl be placed in the location shown on the groding plan. • Installation shall be per detoil 2/C6, and shall meet the requirements set 895.1 894 9 forth in the Mn. Dot spec. 3886A. 9C� 5. Straw bales or silt fence around storm sewer inlets shall be placed to allow a minimum 6 ft. clearance between inside face of boles. a a 00 901.5 896.5 PLAN NOTES E36 0 A. Catch basins no. 2,2A, 4, 4A shall be encircled with silt fence immediately after installation. 858.0 8953 114 5 (Note: a plan note is indicated by a letter within o circle. See plan for corresponding letter indicating specific locotion of described feature.) 915 8"DIP W -U.G. ELEC r, 915.5 9155 915.3 915.3 915.1 9150 -- - -- - --12WSCAN. S. - - - - ICITY PROJECT NO. 96-8P4 • • N t17 I � I � N w W� c c a c� =3 I o m o� O C I O O C N �0 72 H c n u •a C .y W C L :3 C « U a U O H NQ g it z W 0 U U W CL N R N C i o W V) >o 4) \ W O W J li !Y Z W J � � T M T .. m 1' U tv C �[ U O O W s CL o U. Ln L0 CD c O � a z z �J U C 0 aJ o Z d D D CL O 1..L W W i--- CO zZ O Z� U w Z Z O U0 o Q W W w u a� O a � 0 z c T� �UL N F,. • ALTA/AGSM LAND TITLE SURVEY FORS NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY AGRIGENETICS, INC. and CHICAGO TITLE INSURANCE COMPANY o QD a i 89 OD TOP -g90.6 0 s • 55 BITUMINOUS ROADWAY 99`.9 _ _ - - 27'RCP ST` _ _ - - - - _ 27'RCP 5T. S• - _ _ _ _--� Mn 895 a 9�9 - 894 S 893.OR-588 59 889 8 889 a 888 9 %noLiiiiiiiiiii'%moorm SMH B9C 3 r SMH TOP 91 9389 89 892.2 g TNv.079.1 .5908 r / NY�i�6A Nweds OP - gyp) 8`DIP W CONCRETE CURB - - m ce � 8 CONCRETE CURB iJ \ r 846.3 98.0 + r� h ;TC 894 8 'C 8 a 5 T 394.0 893. S T C 1. TOP NV.M7.� TQ TC 890.4 TC 889 9 r 859 4 M TC 88 9 g�$�M~ 895.1 H TD _. ..__:.,- N89 �9 37 E 58.3.00 - -- � -- -_- TNV- 13 .-- 895.8 995 3 894.5 - 889.^� __ ---- FIND IRON MONUMENT SM6.J 894.3 8938 8934 893.2 892.7 892.4 892.0 8912 8905 8 0:0' ` (MH AT PROP. CORNER, 497.0 c - _.. 690 0 899 2 9 r NV- ;' ------------------- ---------�-- . ....------------------------ ..__- ------------------ -- 92 IRON FIND 0.07 FT. S, - - - - - - - - o F PROPERTY) r ... ., -... ^... _ .... 995., FN0 IRON •#10NUMENT ......896.'4 ..,.,. 894 5 `J 897.7 O m �f 5 899.2 890.5 897.8 898.1 1.898.8 898 9 ...... .. 897.7 599 6 A.. I 1 897.3 898.0 894 9 ; 893.7 61 t I� /1 .... - 98 2 , •' 897.7 ....... EDAGANDALE OFFICELIPARK A2ND EADDITION s97:6 e ' �' _ - .. 898 �} .. ...... • e .7 893.9 .. .... _. Al 897.1 896.2 8961 _ 895.5 ., 895.4 94 892.2 00 I 897.7 897.3 897.7 893 2 89 2 00 697.6 .y•0 897.8 895.5 893.71 894.5 9)0.2 1. 892.7 893 a TC.. 1 •� 1 ? 893 TC - 694 7 y^g ! 1 ^, 69613:1 895.5 1 I 897.8 j r i 898.0 895.2 893.9 897.6 - 9 F897.2 897.1 896.6892 T9#.0 893-88932 TC IQ 900.9 897.9 898.4 898.4 895.8 89x.8 ij 901.0 t I I j ! .. i ... . ... .... 898.3 899.5 898.5 901. 898.2 898 7 0 0 899.7 899.3 8978 697.1 696 3 `, 895 C 894-0 60 E Tib 893 8 693 , 898.5 9q ; 1 f } 901.8 j TC 595.8 S ( I t O i ! 1 896.8 999 5 901.1 900.2 896.9 895.9 900.0 900.6 901.0 899.4 899,2 895.0 89 893.7 893.4 J 't 899.0 i 901.3 863 1902.6 90.2 { ! I ! ? � l z o t _ j 897.0 J p I E 902 3 0 898.7 f .... . < 900.7 899.8 899.1 901 2 �� 902,8 9017 90 5 f i i I 903?7 ''. 899.8 ,. 902.4 902.8 .... 896.8 895.5 893.7 a i 1 1 903.6 tl 902.5 894.2 1 X39 C 854',1 t I • I 1 I _. 898 a O TC 7 902.6 p�j 905.9 908.4 906.8 908. 906.1 905.7 L- 1 ?' 9 3 Z SB7 6 f �. t{ i 1 j 901.2 899 8 % S j i 899.9 901.0 05 / 904. } 1 896.8 897.8 896.1 9!7 i !�9 904.2'. it E CO 195.1 894.2 i • ! 1 ) 900.4 907c7 906. r, { ! I 899.11'` 1 { 907.1 907.1 907.1 906.8 909.8 i 900.4 907.2 i1 TC 904.7*4 7- '1902.2 898.6 ' I I 1 �. 899:6 897.7 896.7 696.1 f ? ; 90p. J900.1 8951 894 9 1 I , � 907f a. } y EA 242,8 Sq I }i 0 1 905.0 A 5� p,�res 902.8 901.2 900.7 { 5 6 I 1 904.8 301.9 i 904.9 + r r i t ,% f 896, 7 ..`1• f - , 90F � ` - 897.6 ..�196.�11 �- 898.4 (', 895.7 8357 TC 907.0 900.7:; ? (-� ` 906.8 1 899.4 1K'.907 2 907,4 901.3900.9 902 1' .. 901.2 9019gC 'a 902..3 1 1 1 905.6 1. 902.8 9773.8 { ; 1 .40 Sok 5 906.5 904.3 iy i f U 906.1 907.0 906.31 � CA \ 898.1 ... 9' 1 t 896.5 899.3 iX7 I 91.j1.5 896.0 90o.3 TC j ; ` 907.1 900.9 ! i I S 903.0 ' 905.2 '.' .... 902 :902 f 1 902.8 908.5 908.9 9060 :t ! 1 903.3 I 9 0 908.3 � ...• r 903.9 ...._._ ..... ... _„ ..,. _.. ..... .. I . 9 .� 906.6 ........ 910 ...._. ..... 909.0 • 906.8 906 912 } t 9 908 902.8 900. 00, .._. _ ...,. g 14 .. ,.., .....: � .. 899 9.' i 1 _ 898.3 910 ..._.._.........._ .._ ; ....,,.. . _.. :....... ....... ....... _. �6 907.1 DRAINAGE AND UTHUTY. EAS£'MENT'PER _ _ , _ 913 2 ... ,. ,.,. ...... ..... ...._ 918979.6 �" . , •. _. E DA � IGE....PARK...2 ION,.., .. ..... ..... ! 913.4 914.7 917 7 918.6 .918.3 •6 ASH F ... 9 904 1 •_ A. AN L'� _OFF N.D ADL11T 12 i i' 9ao.1 9075 905.7 904 8 904.3 912.2 i 1 �) Gg�4 7T`TR �� 909.3 9066 9O6 _ _ ........ 1 r,- P 0� \8tip �o� g O• m 3" SPRC$. 914.7 ...... 9 1 0 k A,� ®>a 9 °Q �Qx� r^� 1'?'pFC� 2 �oL 920.0.` q^� 08 9150........... ... 10 912.1 1� 914.7 a o9 0� O ( . 8'` ASH :...m, O RC9 M. ao n /� q� y.. Cl ._ �`�, a r _ 99 ? s l 973.4 •4' CRA® p9, �p� 919.5 �1.Qq SP 0 n m 9133 ''oma. .G°G _ `0. .?Q 0C, 0 rJ ... m 7 SPRCG 914.1 PlNR .. •�?�/.�., .,. C.._...... . 1` �0. o .,,� 913.' _... fib. `y \b.c �� . 0 9 9 a Q 9 1 5 3 D .,.... g g PRCB 15.0 a a 91 1 e►Q.• Y SPRCG 4' CRAB 9179 o o�" 1 h.. a a 1 O �. 8" MPL 8 P 1 h G e� 912 FND IRON MONUMENT 910.9 _....._ _-...,.. n-- -...- - - _..,.� - W •� _ _.. - - - - - - --�- 19..' . _. CO 6 PRCB - - - - - - �- - .- - - . �, - , `,_- "`� 5 Pir'ah ... oQ�Q ... 91� 8'DIP w o 8'DIP ..W. i s 9t ° a °; ti 9 C �i'OIP W P � 904.8 ? 8 . 911.0 ...... .. SPRCB s o s 9 7. oa o 16 o gg ;.�/�,,, g s 9123 913.5 914.4 4 J 1' SPRCG....... ---- -GAS tJ�G. L C P _ U. ELEC U G ELEC 8 i 5 15'RCP ST. S. HTo9,s., J.L 9ts.s 916 e • � 5t _ .. ^1978 91fi �� 9'16.2 CB ''� 4 _ 15.8 TC 915.7 TC9+56 TC9'S.5 C9155 TC TC 9152 TOP -908.3 CONCRETE CURB 91 5 � 915 4 CONCRETE CURB 1. NN -'03 4 vi a FNO IRON MONUMENT 9`VCP SAN. 906.4 910 3 911.5 912 6 913 - - 9151 a 3: _ . 9' S 3 915 ' 915 0 a �� SAN - Vf Z RCP-SAN-�-�-- - - _ - - - 917_ y`5.5 - 9'55 - -Sl - - - - �i �-1 - -F = Z-1 IF Ar -111e �i I vSAN i V�� i TM -802.5 9J ; I 9 9 TOP -915,4 N"0011 3 1 u O `� BI TUMIN0US R0AdWAY OD CITY PROJECT NO. 96 -BP -R 5-G46 '»b/4/ 1.2/ K.2.3 5."i 9bU41bUU1.UWG MAF' i "+r PROPERTY DESCRIPTION (Per Chicago Title Insurance Company Commitment File No. 24596811 Lot 3, Block 2, EAGANDALE OFFICE PARK 2ND ADDITION, according to the recorded plot thereof on file or of record in the office of the Registrar of Tiites, Dakota County, Minnesota. BENCHMARKS 1.) Top of top nut of fire hydrant 809 feet east of Lot 3 on south side of Corporate Center Drive -- Elevation= 897.86 feet 2.) Top of top nut of fire hydrant 3X? feet northwest of intersection of Corporate Center Drive and Trapp Road -- Elevation= 884.14'feet 'J Q TE S 1.) Location and sues of all underground utilities shown hereon are approximate only and are shown based on field location of visible fixtures in combination with available data provided by various sources. �.) Contact GOPHER STATE ONE CALL at 454-0002 for precise on site location of utilities prior to any excavation. 3.) This surveyor is not aware of any easements or other matters of record or not of record affecting the above described property other than as shown. 4.), ZONING: PD (Planned Development) r 5.! SETBACK INFORMATION: BUit,DING: 100 feet from Avalon Avenue 30 feet from public street 10 feet from adjoining lots PARKING: 20 feet from, public street 5 feet from adjoining lots Contact City of Eagan Planning Dept. for further setback requirements. 6.) Property subject to Covenants, Conditions and Restrictions per Declaration of Covenants, Conditions and Restrictions per Doc. No. 178490. TC Denotes top of curb elevation CB Denotes catch basin ST. S. Denotes storm sewer SMH Denotes storm manhole SAN. S. Denotes sanitary sewer SAN Denotes sanitary manhole U.G. ELEC Denotes underground electric GAS Denotes gas main W Denotes water main WV Denotes water valve DIP Denotes ductile iron pipe RCP Denotes reinforced concrete pipe A Denotes survey control station (PP) Denotes per plan TREE INVE'1TCR , ASr, Denotes Ash tree MPL Denotes Maple tree PINR Denotes Red Pine tree SPRCG Denotes Spruce (Colorado Green) CRAB Denotes Crabapple tree TR Denotes tree J� T 1 {Dp1// To: NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY, AGRIGENETICS, INC., and CHICAGO TITLE INSURANCE COMPANY This is to certify that this map or plat and the survey or: which it is based were made (i) in accordance with "Minimum Standard Detail Requirements for ALT.A/ACSM Land Title Surveys," jointly established and odopted by ALTA and AGSM in 1992, and (ii) pursuant to the Accuracy Standards (as adopted by ALTA ona ACSM and in effect on the date of this certification) of an "Urban" survey. ,Doted this 13th day of March, 1996 , SUNDE LAND SURVEYING, INC. BY-------------------------------------- Edward H. Sunde, R.L.S. M nn. Reg. No. 8612 30 0 30 60 SCALE iN FEET *nude ]Land. Ourveyin g a nc e ' 9001 E. Bloomington Freeway (35W) I Bloomington, MN 55420 (612) 881-2455 e C`J u'7 r'r7 cls LC-) C`�J C� O x W N Q W� I g Hca a� 5� Lc> w J LJ 2 = � Q M J T M u � U 0 0 0 s CL C) U U-) P (D 0 1n O � W z O c z O U C V- 0 N �' L.- a� 0 a o 0 Ell so WW Z Z }- W Z� > w Z N U< w W L/ U a� 0 a_ �- 0 z T� n� J= Cn 0 • • NOTES. - 1. Hydrants to be 4' behind bock of curb or 2' behind bituminous trail. 2. No. hydrants shall be located between P.C. or P. T. of intersection rodii. J. Hydrant to be Woterous No. WB -67 Pacer. 4. 2 hydrant flogs per fire hydrant ore required. (HYDRAF/ND£R) 5. All hydronts to be tied bock to the wotermoin with two J/4 Tie Rods. 6. Internal insert top sections ore not acceptable. (For G. V: Boxes). 7. A# Hydrants Leads coming off of water main larger than 8" or in C/I areas shall be valved. 8. A one-piece heovy duty operating vo/ve rod is required on hydrants that are extended 24" or more. 9. When installing a hydrant rod extension, the nonbreokob/e coupling sleeves go the bottom and the breakable sleeves go on the top of the extension rod. 10 The WB -67 Pacer requires the oil reservoir be filled with o food grade minero/ oil. 1 4 ao J Hydrant flogs to be installed on the EQ Nozzle Section 4 ft. Bury p/otes to be changed if adjustment ti(variable for 4-lon is mode on hydrant. roodwoys) soaciAcclians Bxkfie to be tamped I cubic yad char rock. Corer rite 4 -mai pohWh*A&w. K a Undisturbed Soil i HYDRANT INSTALLATION 8" Concrete block Tie valve to tee on main, 1 then hydrant to valve GATE VAL V£ do BOX Note: for o rural ditch section, the height dimensions should be increased to accommodate snow accumulation. City of eogon REVISED STANL3IRD 1 k PUSUC GATE VALVE W1 BOX PLA7F 2 WOWS AIE AND HYDRANT INSTAL LA TION 3-94 100 a Bock of curb I Jr �- Mortar between casting, Neenah R -3067V a 'rings and structure. oapproved .quo% L— 6" Precast 3ff radius curb box. WMEMMMA 'iil% Min. 3" in height and • a Direction of flow— mox of 12" in height M reinforced � concrete slob. for cont. odj. rings. No. 4 Rebar (to extend i i I" max. mortor thickness of casting) embedded in —� • 5 i < PLAN when used for costing Conc. collor and curb. Grote to be 2" below h C gut ter grade. Slope At ALL trenches, (2) jF4 r9 tier 10' oath side of catch boa;n. NOTE: --- • p'' "' VANE GRATES R£0. The catch bosin Finished grade 2" costing shot/ lane up deto;l plots 4180 or opprov@d equol. with the concrete Min. J" heightt and max of the curb 20 structure so ;t con be property mointoned 12" in height for cont, 8" adjusting rings. Conc. col/or to encase reinforcing rods at catch bosins � o 0 Conc. rings to be in 4z , costing and rings. no less full mortor bed and length. mortar the outside. U � � • p4" x 36 ° Mortar between costing, Precast .• � rings and structure. Slope benches , (NON-SHRANK/NG • • ,?" per 1l. • 6 GROUT R£0.) `'Doli'* over 24", Plosl*r exterior. �-- Q Catch Basin Costing • '' 00/ Neenah R -"7V 4" i \ lLC,O or approved equal i, See standard plot* u SEC77ON A -A 2JJ. Z " 4 min. SECTION p c;ty of Sagan REVISED STANW0 02 SKS CA TCH BASIN DESIGN EE 1 DEPARrME 3_94 232 8718---, TYLER DROP UD 6850-6855 OR 6860-6865 7518 ATE TYLER VALVE BOX DROP UD 2" NO. 6860-6865 OR MUELLER COVER No. H-10361 OR r 4" 7 J/8 6 114- � `D EER TYLER rOP S£C17ON 6850 T 7 1 B 5 J/4 /4 5 1/4 x ensign the T Adjust top to 1/?" below blacktop T NO 9 _ Is, grade or 1" below finished boulevord No. 60 - 24" grode and shall be set so as to 1 i/? provide /2" of upward og ustm*nt. F—Finished Crode 1,6- 2. 0' Adjust top to 1/2' �— below AM~A/ocktgo TYLER £XTENS/ONS grade or 1 " below /inishld bou* d pro&. and shop be set so as to proviote /r of ZZ odjuslmwnt. V j�Go.tet vojw Bar, screw 2 3/8E 1AW. three p;ec•, 5-1/4" C Isholt, *40 G Box 7' -d- r no. 6 Round Bloss 8 1/d' r—� - or aAariov0d equal rnER MAP&E SECrA2VS or ssao Aiu&Ur No. 10357 Buffalo Type, three piece 5-1/4" 9 7/16 r- - shaft, sire C Box 7'-6" 7 3 4 --a F--- extended, No. 6 Rbund Bbse / or wd squaw. Cote Volres shad/ 129116- b* of Mo Resilient 8 f 8 0000 Type canforrrxng to AJV A C509-80 ` ^ 14 3/4 -i Stondords 17 1/4 --� AAO.6 Concrete TYLER ROUND t3nSE' Block Note: No inside odiustment sections *#Owed. Gots voter & Box Shap be straight, 0llowing o 4' pr+C pp0s to slide down the Box and oar the Coto operating nut. Operating Rod Extension stall be instoAM on a# Cote V*Aw aWpw than 9: Mork ap v*M►J with stele past and Got* vohw sips and /acute 2.0' to the Sid► that traffic 4opprooch *9 (off street areas) sign to foce trofr1c. 2 c;{y of logon PUBLAC TYPICAL GATE VALVE C 2 Dwows E MTAI£N & BOX INSTAL LA TION REVISED STM/DARO PL47F / 1-90 105 NON -SHRINKING GROUT REOUIR£D. LO co Catch Basin Costing Mortar between casting, Neenah R -3067V a 'rings and structure. oapproved .quo% L— 6" Precast 3ff radius curb box. WMEMMMA 'iil% Min. 3" in height and • a 6" mox of 12" in height M reinforced � concrete slob. for cont. odj. rings. No. 4 Rebar (to extend 10' beyond each side I" max. mortor thickness of casting) embedded in —� • 5 i CL o when used for costing Conc. collor and curb. Q h C todjustment At ALL trenches, (2) jF4 reinforcing � See detail plate in Neenah book --- • p'' "' ' rods shall Finished grade 2" cp deto;l plots 4180 or opprov@d equol. 2" portion of the curb 20 ft. in length. >� 8" 12 Conc. col/or to encase reinforcing rods at catch bosins 1 4z , costing and rings. no less than 10 feet in length. N U 4D--- Conc. curb mix shall block to the top of the pipe, for Q> Mo 3 �� ' — - u ll.• be used for Conc collar. a W iue'o 6 P' `'Doli'* over 24", Plosl*r exterior. �-- Q N 00/ Slope benches 2" per fool. ' lLC,O a 0 v i, — Grout bottom u SEC77ON A -A • Z " 4 min. p W �•- • • Grout shall be placed 24" x 36" between and outside 3 Precast 5" of Conc. adjustment rings. M NOTES: TH£ CATCH BASIN CASTING SHMLL LINE UP WITH THE CONCRETE STRUCTURE SO /T CAN BE PROPERLY MAINTAINED. NO SHIMS TO BE USED OTHER THAN MORTAR BETWEEN ADJUSTING RINGS AND CASTING. 6 city °/ 0090SrANaW P SV CONCRETE ENCASED " D FLAX C2.E,D~TMENr CASTING 3-93 233 PLAN- 22 1/2 DEGREE &SAV Sae 17010 no. J > P '7 19 PLAN- 90 DEGREE BEJ10 Concrete short be in contact with this quo~1 o! p/pe of nrninwm }� �Pa o PLAN- 45 DEGREE &SAV t NOILXX• �p� Cf,G7,C3 -1 4 1. Gneresior►: n► todb we "S*4 an a 1-1 Motor pressure of 130 P.Ai and an eats nsistonce of 1 tan Per aq.1t. 2. Mboo to ftV perm 1W ono, when beobw►g inotarial co/ga�et*y encased .n mase concrete. SECTION A -A apprax• Willem 3 Dinwnoao C1, C2, CA tressle be • depth o! pipe *;reeeds 0T -',yips &Valyl► to mak* &V/v - equal to or loiyer bun 43 dpreer I LO co JR vanes ie a L— 6" Precast o \ WMEMMMA 'iil% Fii rZW 4. DWn/nei0n A/. A2, A.X ShMW be a* Axys at PossAAte w zf)out int*,yWA Q MXA m*CharcW joint boles. 3. Shope of boat of buttross ffw vary as tong as pour is "On*( fain wubturbed sarin. & AWQ*,,q mq be wed .n coapIo hon w%th nixed colt we thrust "Okry. city of *ogon RENSEO S7AN04RD C2 ; ass CONCRETE THRUST BLOCKING ft4rE DEPAR7Al£N 3-94 120 NOT AGPLICAELE 3' Res. Voriab/e 3' Res --- - ; 86-18 5' Comm. 28po S' Comm. CURB CVT DC TA I'L"-�— Exponsion Joint (both sides) (0,0 °'." °PU`In CONCRETE CURB & GUTTER 1"o Isr"0001 C 2 . N40RK5 D£PARTMEN 3-93 500 Drs. CC 24' x 36" slob opening for R J067V Costing St- °� or *quo/. Dos. DID 27" off -centered slob opening for R -3250-A or R-1642-8 cost;nq or equal. A fA 4' d;om. monhoM- 9" in from bock of curb. 5' d>om. manhole- J" in from bock of curb. 6' dram. monhole- J" behind bock of curb. O 7' drom. monhole- 9" behind bock of curb. 8' d;om. manhole- 15" behind bock of curb. (NON-SHRINK/NG GROUT RLSOUIRED.) box Catch Basin Cost;ng, Neenoh R-3067 V or oplprovvd .qua. Concr►t collar, to *naso cost;ng and rings. Full bed of mortor between costing and nags. Mortar or ramn*ck between concrete slob and manhole section. Alin J" in height and max. Of f?" ;n height for rings. 1" max mortar thickness when used for costing adjustment LO co JR vanes ie a L— 6" Precast o \ • a 6" 1/2"R M reinforced � concrete slob. Precast monhole sections b —� • 5 i CL o � AI/ o;rets in manhole to have "O • Q h C f • �� B6 — 2 At ALL trenches, (2) jF4 reinforcing • 2" • --- • p'' "' ' rods shall be placed to the lower cp deto;l plots 4180 or opprov@d equol. • portion of the curb 20 ft. in length. >� 8" 12 (2) jP reinforcing rods at catch bosins • no less than 10 feet in length. N NOT AGPLICAELE 3' Res. Voriab/e 3' Res --- - ; 86-18 5' Comm. 28po S' Comm. CURB CVT DC TA I'L"-�— Exponsion Joint (both sides) (0,0 °'." °PU`In CONCRETE CURB & GUTTER 1"o Isr"0001 C 2 . N40RK5 D£PARTMEN 3-93 500 Drs. CC 24' x 36" slob opening for R J067V Costing St- °� or *quo/. Dos. DID 27" off -centered slob opening for R -3250-A or R-1642-8 cost;nq or equal. A fA 4' d;om. monhoM- 9" in from bock of curb. 5' d>om. manhole- J" in from bock of curb. 6' dram. monhole- J" behind bock of curb. O 7' drom. monhole- 9" behind bock of curb. 8' d;om. manhole- 15" behind bock of curb. (NON-SHRINK/NG GROUT RLSOUIRED.) box Catch Basin Cost;ng, Neenoh R-3067 V or oplprovvd .qua. Concr►t collar, to *naso cost;ng and rings. Full bed of mortor between costing and nags. Mortar or ramn*ck between concrete slob and manhole section. Alin J" in height and max. Of f?" ;n height for rings. 1" max mortar thickness when used for costing adjustment city DPU& ft MANHOLE OR CATCH BASINMIORQED P NDAs° SEN DESIGN CC OR DD 3-94 230 1/2"R LO co vanes ie a L— 6" Precast o \ • a U c V" M reinforced � concrete slob. Precast monhole sections N —� • 5 i CL o � AI/ o;rets in manhole to have "O • Q .. C ring rubber gasket. p U VOriob/e Alonhole steps 16"O. c. MN/got WWW Z LO cp deto;l plots 4180 or opprov@d equol. _ M >� „ W Z • - 8" Precast segmenrol concrete Q> '_1 N U LD block to the top of the pipe, for Q> Mo ' — manholes with pipe diameter a W 6 P' over 24", Plosl*r exterior. �-- Q N Slope benches 2" per fool. ' 0U d See std. Plot. No. 245 i, — Grout bottom SEC77ON A -A city DPU& ft MANHOLE OR CATCH BASINMIORQED P NDAs° SEN DESIGN CC OR DD 3-94 230 1/2"R LO co LO n a o Z o \ a, Z \ a U c V" M N N W CL o • Q C F— U O WWW Z LO cp Z— _ M >� „ W Z F -- Q> '_1 W U LD Q> Mo o — a W 6 �-- Q N o 0U _ i, N Z J p W f- M T IM °' U c aD _�c — ; U o v v L_ 6 - CL a 0 U LO co LO n o Z o \ a, Z \ a U c V" a� o CL o • Q U� F— U 0 WWW Z CX) Z— _ „ W Z F -- W U Q> o — a F- 6 �-- Q N 0U L N Mo 1. EXCA VA T£ A 7R£NCH A MINIMUM OF 4 " WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MA MER/AL TO Fir TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCA VA TED SOIL. 2 WIRE SUPPORT FENCE SHALL BE 14 GAGS' MINIMUM KVVEN WIRE WITH A MAXIMUM MESH SPACING OF 6* SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT 12" C- C. MW. 2 22'x4'-6' HARDW000 SI•AKES 0 :�-------- - - - - - - TRENCH DETAIL 1 city °PU&)C EROS/ON CONTROL 2. wows ME (CATCH EA SINS) REVISED ST4AV 4R0 PUT£ / city of eogon REVISED STANU4RR0 �� r PWIORKS XXXX 2. DEPARTMENT XXX XXX ■ow& � • LAWN MVL r -r mpt ao'+ N f3OLOV 4 LFAMW xo F..f &OW" t COYrACT AUkOr ON DMAWND SOL AITAOr nt M&W b / A3 IOSIS MN ow S/AO%C$ M VXID UM LG AW 1"S ALTERNATE "B" When possible, the Silft Fence shou/d be constructed in on orc or horseshoe shape with the ends pointing upslope to moximize bothe strength and effectiveness. £xcovote o trench o minimum of 4" wide & 8" deep to bury and onchor the peotextile fobric. Fold moterial to fit trench, bockfill & compocet trench with excovoted moteriol. Steel posts shot/ be studded "Tee" or "U" type with o minimum weight of 1.: lbs. per linea/ foot (without onchor). I Anchors sufficient to risist post movement ore required. Wood Posts sholl be o minimum TRENCH OE TAI L size of 4" diometer or 1 1/2" x 3 1/2" except wood posts for geotextile fabric reinforced with netting sholl be o minimum size of 1 1/8" x 1 1/8" ook or hickory. 2 city o�v� �n EROSION CONTROL C 2 . WORKS /-, (S/L T FENCE RE WMD I STANDARD PiArF / city of &won REVISED STANDARD 6 PUBLIC XXXX PUTLr / XXXX XXX XXX WORKS 2 • D£PARTM£N 1 " to 3 `,`.ty °�,C EROS/ON CONTROL C 2. D �TM£N (GRA VEL L ED ENTRANCE) REVISED I STANI PLA rf / city of *Won REVISED SrWWR0 7� PUBLAC XXX PUT£ / 2 D£ ARP rUEN XXX XXX XXX Note: See obove chort for required rodius y & entrance ° 7 PJ't• w,+dths. Note.' 7/ min. thickness rmquired on entire section. (typie01 section) Rodius I I I I Rodius do F ° d lT; I a ° ° , ° o d d ° ° d ° ° d ° °12' A ° d face -of -curb ° °d • ° a u er me — Expansion jant (typ.) TYPICAL £NTRMVC£ FOR COMMERCIAL & INDUSTRIAL PROPERTIES 1. Where new &ivewoys are to be odded 3. ControcWn joint to be determined ocross existing C&G, renvve existing by Engineer. C&G and repour Integral with the Comcret entrance. 4. Required mix designotion - 3432 2. Concrete apron to be required for 0 entrances 4 city Of 009on REW-SED STANDARD S COMMERCIAL & INDUSTRIAL AWE r CZ DrPARmew CONCRETE ENTRANCES 1-92 440 Cl TY PROJECT NO. 96—BP—R tlsOW V city of logon REWS£D STANDARD 8 PU&1C XXX PLAr£ / 2 .E#: WORK~PTM£N XXX xx XX J MINIMUM DWWAY XOTHS EGRESS ROADWAY DIWI WN j RAGYUS D11W W10TH WUS LAME' WIDTH FF LIGHT TRUCK SEA# -TR" 12' 36' 28' ?0' I 34' 25' 12' 44' 28' 20' 32' 25' 12' 44' -- -- 30' 30' 12' 48' 30 30' ,34' 35' 12' 52' ?8' 25 34' 30' -- -- 26' 30' 32' 35' 22' 36' .i8' 20' 44' 25' j 22' 44' 38' I 20' 42' 25' V, ~ 40' 30' 22' 48' 40' 30' I 44' 35' 22' 52' 38' 25' -- -- 36' 30' 42' 35' Note: See obove chort for required rodius y & entrance ° 7 PJ't• w,+dths. Note.' 7/ min. thickness rmquired on entire section. (typie01 section) Rodius I I I I Rodius do F ° d lT; I a ° ° , ° o d d ° ° d ° ° d ° °12' A ° d face -of -curb ° °d • ° a u er me — Expansion jant (typ.) TYPICAL £NTRMVC£ FOR COMMERCIAL & INDUSTRIAL PROPERTIES 1. Where new &ivewoys are to be odded 3. ControcWn joint to be determined ocross existing C&G, renvve existing by Engineer. C&G and repour Integral with the Comcret entrance. 4. Required mix designotion - 3432 2. Concrete apron to be required for 0 entrances 4 city Of 009on REW-SED STANDARD S COMMERCIAL & INDUSTRIAL AWE r CZ DrPARmew CONCRETE ENTRANCES 1-92 440 Cl TY PROJECT NO. 96—BP—R tlsOW V city of logon REWS£D STANDARD 8 PU&1C XXX PLAr£ / 2 .E#: WORK~PTM£N XXX xx XX Y A J L0 Ca Q U -S M ME Q) M z o \ z p N I C V)cj� C r 0 U V)(0 rn >Ln N »� a� o �N LO o 0 �o LJ J ° V, ~ W _ 0 O Z LTJ J 0 LLJ CO Z � T � M zZ a T m - U Q) � C Y 3 U O O N „w Z - L L1 r'*� U Y A L0 Ca o U -S M C Q) o z o \ z p o U C O N »� a� o Q_ o 0 V, ~ O Ww CO Z zZ a „w Z Oa w w to U Q) O z N W N WU Y A x A. w _w O e a G LTJ■L�l�l�l�C�i O e 1 .- W"W11AIR"', NAW� vo I 1. FLOOR & LANDING AT DOORWAYS SHALL NOT BE MORE THAN 112" LOWER THAN THRESHOLD. 2. FIRE INSPECTORS TEST & MAIN DRAIN SHALL TERMINATE AT THE THE BUILDING EXTERIOR. 3. ALL FIRE EXTINGUISHERS SHALL BE IN APPROVED LOCATIONS AS TENANT SPACES ARE DEVELOPED. 4. ALL HANDICAPPED RAMPS AND WALKS SHALL BE MAX. 1:20 SLOPE. EXTERIOR ACCESS ROUTE 48° WIDE MIN. 5- TRASH/ RECYCLING REQUIREMENTS TO BE PROVIDED WITHIN THE TRASH ENCLOSURE. 6. ROOF TOP EQUIPMENT SHALL BE PAINTED TO MATCH BUILDING. 7. ALL REQUIRED EXIT DOORS SHALL OPERATE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 8, STAIRWAY SIGNAGE AND EXIT LIGHTING SHALL BE IN APPROVED LOCATIONS AS TENANT SPACES ARE DEVELOPED. 9, FIRE PROTECTION SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH N.F.P.A. STANDARD NO.13 AND CITY OF EAGAN FIRE MARSHALL'S OFFICE REQUIREMENTS. E1/ 11 ROOM NAME / ROOM NUMBER ELEVATION NUMBER / SHEET NUMBER ELEVATION REFERENCE DETAIL NUMBER / SHEET NUMBER 1 - WALL SECTION NUMBER / SHEET NUMBER I� �� GRID LINE T1.1 TITLE SHEET, SHEET INDEX C1.1 AT ALUM • ALUMINUM C.J. CONTROL JOINT COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CONTR. CONTRACTOR DEPT. DEPARTMENT DN, DOWN EQ. EQUAL EOMT. EQUIPMENT E.W.C. ELECTRIC WATER COOLER EXT. EXTERIOR GYP. BD. GYPSUM BOARD HC. HANDICAP HORZ. HORIZONTAL INSUL. INSULATION MANUF. MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM MTL, METAL OPP. OPPOSITE 0/ OVER PTD. PAINTED S. F. SQUARE FEET SIM. SIMILAR S.N.D. SANITARY NAPKIN DISPENSER STL. STEEL T.O. TOP OF T, O. D. TOP OF DECK T.P.D. TOILET PAPER DISPENSER TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL W/ WITH W"W11AIR"', NAW� vo I 1. FLOOR & LANDING AT DOORWAYS SHALL NOT BE MORE THAN 112" LOWER THAN THRESHOLD. 2. FIRE INSPECTORS TEST & MAIN DRAIN SHALL TERMINATE AT THE THE BUILDING EXTERIOR. 3. ALL FIRE EXTINGUISHERS SHALL BE IN APPROVED LOCATIONS AS TENANT SPACES ARE DEVELOPED. 4. ALL HANDICAPPED RAMPS AND WALKS SHALL BE MAX. 1:20 SLOPE. EXTERIOR ACCESS ROUTE 48° WIDE MIN. 5- TRASH/ RECYCLING REQUIREMENTS TO BE PROVIDED WITHIN THE TRASH ENCLOSURE. 6. ROOF TOP EQUIPMENT SHALL BE PAINTED TO MATCH BUILDING. 7. ALL REQUIRED EXIT DOORS SHALL OPERATE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 8, STAIRWAY SIGNAGE AND EXIT LIGHTING SHALL BE IN APPROVED LOCATIONS AS TENANT SPACES ARE DEVELOPED. 9, FIRE PROTECTION SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH N.F.P.A. STANDARD NO.13 AND CITY OF EAGAN FIRE MARSHALL'S OFFICE REQUIREMENTS. E1/ 11 ROOM NAME / ROOM NUMBER ELEVATION NUMBER / SHEET NUMBER ELEVATION REFERENCE DETAIL NUMBER / SHEET NUMBER 1 - WALL SECTION NUMBER / SHEET NUMBER I� �� GRID LINE T1.1 TITLE SHEET, SHEET INDEX C1.1 GRADING PLAN C1.2 UTILITY PLAN C 1.3 EROSION CONTROL PLAN C11.4 TOPOGRAPHIC SURVEY C2.1 DETAILS C2.2 DETAILS L1.1 LANDSCAPE SITE PLAN 1-1.2 LANDSCAPE DETAILS L1.3 SITE LIGHTING PLAN AS1.1 ARCHITECTURAL SITE PLAN Al • 1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN Al .3 ENLARGED PARTIAL FLOOR PLANS A1.4 ROOF PLAN A2.1 EXTERIOR BUILDING ELEVATIONS A3.1 WALL SECTIONS, DETAILS A3.2 STAIR SECTIONS, DETAILS A5.1 DETAILS A5.2 DETAILS Sl TITLE SHEET V) S2 FOUNDATION PLAN S3 2ND FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN S5 SECTIONS AND DETAILS SG SECTIONS AND DETAILS S7 SECTIONS AND DETAILS ?19 rk, A�, 494 7 CORP. CTR- n_ i CORP. CTR CURVE 'E ch �© AVALON AVE. CD Q� a 0 _J Q , hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Miauesota- e Oate Reg. No. 12342 Sv. 494 c 0 Q) z G z J Y rn LL T d T m v V � 0 0 � L CL o c3 W-) Ln Up LO wy o � � U N r� v � � w rn •• aV p cn Q) V CL CD G c� V) N z< lS"7 W W i 7- � I Z :2 LLJ W cn I C3 <D x LLJ (nc) o�_Q C) U (_0 3 5/17/96 PERMIT PACKAGE T1.1 -A5.2, S1 -S7 2 4/12/9 6 STEEL BID PACKAGE Tl. I -A3.2 1 4/09/96 r-0-)ME�0 CITY SUBMITTAL -PLANNING T1.1 -A2.1 NO. K"300"UE RECORD""" A. REV. THIS SHEET () NO REV_ THIS SHEET c 0 Q) z G z J Y rn LL T d T m v V � 0 0 � L CL o c3 W-) Ln Up LO wy o � � U N r� v � � w rn •• aV p cn Q) V CL CD G c� V) N z< lS"7 W W i 7- � I Z :2 LLJ W cn .Y C3 <D x LLJ (nc) o�_Q C) U (_0 CO O CC>_ GI G � N Grn•- r-0-)ME�0 c 0 Q) z G z J Y rn LL T d T m v V � 0 0 � L CL o c3 W-) Ln Up LO wy o � � U N r� v � � w rn •• aV p cn Q) V CL CD G Cr `+ I V) 8 z< 0 W W LLj z 7- e . e Z :2 LLJ W Cr `+ A V) 8 z< Lai _jF- Lai Cr `+ O Lo GL7 to 0 O 89 9 S. .. . ...... .. --J CUR -CORFORA - - ­-CEN7Eff - R' V�- - CB HYD S. X969.9892 f 8,90 ST. S, 895.4 -6-9-49 V"ACP ==_-_2rJICP_ STj'S_� MIH 889.4 388.9 M H TOP=895.7 SMH 890.3 889.8 893.5 893.1 TOP=891.3 TOP=888.5 �_INV-8$2.2(PP) 8101P IN 892.2 8 WnS76_0 WwS79.1 4W 890.8 WDIP W T .89 CB T 895.0 TOP= 90.6 TC89 .6 TC 895 3 �4 5 TC 8,91� 5 TC 194-0 TC 893.5 1.2 -8 - Tr, 892.2 W -W-3 TC 890.9 T, 889.4 TC 88 S. 88. TQ J9, T_ 9.4.6 TC 891.. TC 889.9 .60 ........ ... .. 895.1 6.3 895. 894.5 .. ... ........ TINK'� MH i HYD GENERAL NOTES; GRADING SfR6 3 894.3 r" 893. 893.2 892.7 789 =4 890.5 9g, ........... ... 897.0 ti ..... ....... . . . ....... ........... 892 1. Prior to commencement of site 8M.5 . ........... ... .. . .. .... 895.1 894.5 grading, a// erosion control measures must be in place. 899.6 . .......... 893.7 E 7 5 897. 47 897. 896.0 5' e sheet C -J for information, see sheet C5 for de toils. �897.7 1 1 1 1 898 2 0. ......... . . 97.7 4 1 893. 891.2 897.6. 11. 89 1 1. 1 771--- 896.2 CD I -/- 89 'J9 -4.-�o o 2. AH areas to be graded shall be cleared and grubbed as required. Tree stumps, 89#.500.2 nnirA F-0. 7 TC\. 8934 roots and other removed vegetation shall be disposed of off-site or may be buried TC A •-site in londscoped areas where underground utilities will not be installed. 894.7 on C6r'.. ............ TOP=8 INV -N&9 All buried material shall be a minimum 4 ft. depth beneath the final finished grade. 11 I 897.8 898.0 8976 r a93,9 0. 895, J. Prior to commencement of on-site grcdl�ng, All trees within the gradin limits, g TC 8.4 89 897.9 897.296.8 8� 17.1 893 8 8912 which are destined to be preserved, shall be encircled with snow fence locoted O -U outside the tree drip line perimeter. See DetoiL_ 00 .... ..... ....... compoction densities shall be in occordonce with 4. Soil correction procedures & ...... .... .... ....... .. ........ • ....... ............. .. 71 H the soils report prepared by American Engineering Testing(report no, 96I J75) o(ot,-d 4191196, 7 8 899.3 897.8 '17 - go .9 895.5 )-(898) 893.8 An Adequate number of Compaction tests shall be performed to allow preparation . ........ .... of o written document by the soils testing agency confirm/ in-ploce densities TC y conf within the building & bituminous areas. 895.8 !.. ...... . ... ...... . L cc 5. All cut & fill slopes shall be no steeper than J: I (horiz. to vert.) unless noted otherwise. .2 898. a 9 5. C 893.7 893.4 2.6 8936 MOO .5 go -9.Q1 6. When proposed grade adjacent to parking area slopes upward, the first 5 ft. of lawn area parellal to the curb line shall be gcoded at c 20:1 slope _N' �Qf C) 7. C before making transition to J- 1. 0 (3) T 89 (Z) 899.8 902.3 - 901.7 900.7 901.2 C� .3 9 2 1! 7 902. OC2.4 ..... ... ... . 896.8 ag9,8 9 M f 902.5 113.77. The indicated proposed contours (solid lines) are finished surface elevations. 1903.6 89 .5 894:0 . .. .... .. . ...... ... . ... ............. ... . ... . .... . ... .. .. ... .... ........... . . .. ... ..... ....... . .... .. ........................... .... Subgrode elevation in automobile parking areas shall be built to A, inches below Q . ............... ..... indicated finished grade, and x inches below in truck maneuvering areas. t 10 (902)' 7 897.6 901.2 SIIH 391 3 J_ /00 895.1 HYD 5 1 1 95 5 �-896 4 8. A qUG/ified Soils engineer shat/ inspect and approve all fill material prior to go t 898's 491g 7 894 5 904,21 1 L-Ld 894.2 placement within the building and bituminous areas. 9. All proposed grades may be adjusted upwards or downwards to • 899 6 57-2 + - achieve an on-site earthwork balance. Go I 96046001.DWG MAP 1\0 ,30 15 0 30 60 SCALE FEET t Cc: Lo GL7 to 0 900.4 . 89 9 S. .. . ...... .. --J II 0 G07.1 ck� 907.1 0 06, 1 SDs B T Q E TC Ln .902.2 4. O V) Z 897.7 n v Cl 40CA. 40 898.6 d0. 0" 0 C C OW M W V) W Z W 9976 CO 9SOD 1 895.1 8949 z cc W PROPOSED SUIL z z X C), u < DING FL 00/? LEV 0 ro ..... . ...... CL 6 Z W 905A 902.6 904.8 7 1.9 J- 9' 4.9 6.7 897.6 - - 895.7 TC 899.4 goo. 907.2 907.4 907.1 T 0.9 901. _F 905.6 902.11 904 .3 co 906.1 + TL 9 6.3 5;- 4 1 900.3 TC F71 L�I 903.1 T 900.9 _J 896.5 903.0 902 902. 903.3 9028 '(906 904 906 906 906.8 00 ......... 0. 08 ....... . .. .... ..... . 1 900.6 0 910 . .. ... . ... ....... ...... . . 0 A, i-4 J . ...... . ......... 90 898.3 . . ....... 03.4 .... ..... . .... . . ..... .... . ... ... . .... .. ... 8 919.6 913.4 .. 914.7 ... . ....... . ........... 917.7 .. . . ... ..... ..... .. ... 919.3 --------- 90T5 905.7 904.8 904 904.5 912.2 Y SPRC8. 909.5 906.6 . ... ......... . 906 T )rronsplont these 2a -/\, 40, 920.9/ 915.0 910 . .... ........ ..... ...... 908 912.1 I 4.7 -2 _k4ft - ------- ... ..... .. ............. ..... ...... . .... ......... . ­ " ­ .. ................... .. 910 . ... ... . ....... ...... . 9113:4., 4" CRAB 0 7 SPRC� 91 �1 0 9 9 919.5 ' 0 �SRC8 915.0 i 913.7 913.3 ........ .. . ..... 16 915,1 J' 915. . ... .......... .. aC - .... .... ... . - 7' 910.9 ..... . .... 4� C 775 ............ .7 919 919.1 o7" SPRCB ... " . .. . ........... 8" MPL 8" qP L . ...... 1- 11, 1:91 . - 912 909:-8Ce 911.0 ............... ........... 912.3 913.5 ...... .. .... - .... .1 1 S� Le B 0 9 16.3 0 'JI /.I Oro RP ....... ... ..... i2 4 1123 'A:;� 914 b. U 915.0 8"DIP W f 914,4 9149, SPRCG � I�Q" PINR ELEC- GAS -X30',---. 7-7 8 3 . ....... U.G. ELEC q1 R -3 777.7 F -U.G. ELEC 'D 915,1 - - P ST. S_- TC909.6 CL TC 915.9 TC 915.8 TC 915.8 TC 915.7 TC 915.6 TC915.5 TC 9'5,5 7C TC915.2 Tljg101 TC91 .4 TC913 917- TC P=908.3 INV -203.4 v. 915 5 9' 5 908.4 3 911.5 "Rt -SAN.-S._ 212+8 9119 915,1 915.7 915..5 915.5 915 915.3 9i 5.1 915.0 3: SAN SAN. S- TOP --907.7 _Q, WVW892-5 TOP=915.4 INVW891-3 in A V.�L ONa A VENUE Go I 96046001.DWG MAP 1\0 ,30 15 0 30 60 SCALE FEET t Cc: Lo GL7 to 0 LA_ --J II 0 U_ ck� 0 0 C) Q E to Ln 4) O V) Z .0 E n v Cl 40CA. 40 d0. 0" 0 C C OW M O Ln Lr) x <L> I CL) QD Ln =3 0 CD C) 0") CLQ 86 Ln 1 W -3 G. V) 0 E IQ5 10 -5 E 2 -5 ICK Z 0" W E "0 Lo GL7 LAJ LA_ --J Z U_ ck� 0 LAJ C) Q N Ln O V) CL n v • 0 M W V) W Z W Z CO Z z cc W z z X C), u < C_ r Lo GL7 `p L6 C) Q N Ln O V) CL n v • 0 W V) W Z W Z CO Z z W z z C), < U ro CL 6 Z W 0 IP W /\.9.A"!-a®L..�E CAST1IV0S / OSTAlL- r -�- - - - sr s TC 896 3 899.2 � ..., h 5 899.8 y• 897.6 Ar ry 894.5 TC TC `•. • 894.7 CB TOP=893.8 MV -8W9 3 TC TCI 897.0 1 TC 898.6 TC 899.4 -895.7 897 r- - 898.0 � .- TEff� _ CVR�____�.. Exist. Son. ....Sewer .,...manhole .. ...._. A9h -3 Storm m.h.-1 TOPae9o.6 $9�° Rim e% 889.7 SZ. Drop. son. sewer manhole Rim e% 893 �Nv-eea9 Exist. hydront Inv. e1 877.22 (E, w) xist. wotermoin Inv. e% 880.52 (£,W) 3 Inv. e% 883.Q (S) ,- E - Inv. e/. 887.0 (S) - �° ---- Pro watermoin - - - - -- 2Z R CP SLS. - - - -_ - - - --_ - - - - --,-- - - - - - - _-- - -_ - -2 ZAP T P f �.... - 8949 894.3 893.9 OR -879.1 WV 890.8 8903 -8898-8„ P W 589.4 -- 8 TMV-8 5.5 ��� - 893.5 893.1 - T0P=89M3 °_ 4 •Exist. gatevalve $"DIP W -- - - - -- - _ - 892.2 INV -876-0 I/ -T - - rB TOP_890 6 �} rop. ga TC 894.5 894.0 T ' 893.5 9 TC 89 T 892. 891.8 r1Y-887.3 TC 890.9 TC 890.4 T` 589 ? v TC 889.4 TC 888.9 v? -C 388.7 te valve �r ....... . .... _ 89 1jompocted to 95 0 of standard proctor dens/t eQ� ........ 0 5 --s . _ ;8 - 906. 1 9 6. , f•. ..9C5 -- 1897.6 I t r? - P 4. Wotermoin shall enter building 0 It. South of grid z . Watermoin to be stubbed 1 901. -90 3 904.2 900.4 790 1, 902.2 902.6 `-'C'�' 904.8 9 4.9 905.6 906.8 902.8 913.4 914.7 918.6 s" AS k .. ...,... 9,7.7 9,9.3 � f ;• 904.8 Note. A plan note /s /nd�cated by a letter with/n a circle. See plan for corresponding 912.2 �i , GO f° 92 ,TR 909 5 907.5 906.6 905.7 r indicating spec/ l ! n scribed feature. ELPOh • �0� 0'k 6�Q S�. iyQQ O� ' c> 03 910.3 910.1 tette specific location Of de ,...':':.• '"' '' ,^.'i:''i ..•. O �^ },,�/�,��,�" SPR[© .... • • .,..,...! G� 9A 90.0.' 4 rn 1 V 915.0 O IP W /\.9.A"!-a®L..�E CAST1IV0S / OSTAlL- -�- - - - -- -- - - -- - I d o ° vJ^ ............... ...................3 G into building and stubbed up through floor. Centerline of riser shall be located 1.0 ' _.. d - - - 898.8 897 P I 896.1 - 895 99� 7 e - 5 913.4 c 4" CRAB 2 feet from finished surface of inside wall unless noted otherwise, Verify with _ _ :.... . .............. _ •� I - - - }- - - -- - - - - - I I - - I °�Q� 915.1 915.3 CL OSED GRA TE 874 7 a�G G O roved mechanical fans prior to installation. app p Inv. / storm 2 899.�J CURB INLET I s ` I I - T - - -- - - -- + _-- - I - - 07" 9P91B 0 1M p-)�g�FpE 5. Sanitary sewer shall be stubbed into building, terminate 5 ft beyond inside 899 6 900.4 901.7 906,3 9G7.1 i m e Sa es U6 I 0..1 �� _ :� -_ -_ - I - - _ �`_ I 910.9 face of wall. Mechanical contractor to match invert elevation at end of stub. ;' 899.8 907.1 • 907.2 `'91R B conn. l J T - _ OO A_' 9 0 0 n, 0 4',SPRCG 0 M,916.0 915.0 r$� P W 0 8977.I •. - 9� 3p a9c.1 aha 9 6. Storm sewer shall be stubbed into building, terminate 5 ft. beyond inside L { _ _ ��-d-rp. fire -�- -wafer 0 900.1 _ Wet top exist.a// 912.3 913.5 914.4 Mec an ra match r u face of w Mechanical contractor to invert elevation a end of stub. t t :: 916.0 CleanaG >roe�hinolion too 4 0 U t& o - .....:.P -- -- - - - - _- fi -- --- --- - -- -� Into// vatvetopping 7. Al! storm sewer to be class J reinforced concrete pipe unless noted otherwise. 905.9 I � ---- -- - - -- - - - U G ELEC - ---- sleeve. -- --------- -- HYD 915. 90 :7 9 '5T 5 l 1 -- - -- - ''T - I - - - -- T8976 8 9' 6 _ 0 8. Al/ exterior sanitary sewer pipe to be pvc, sdr--35. 906.7 1 4 I - -t- - 898.4 -- - - - i - - _- 396 - -9611 © TC_ 915.8 995.7 TC 915.6 TC 915.5 906.8 TC 91 2 I• 907. p 900.7 CB TOP=908.3 _ Exist. The section of pipe from manhole no. 00 to the building shall be pvc sched. 40 5 907.2 a ,7 907.3 907.1 ---- --- -r ------- - + - - 9' ; W4-903.4 Son sewer I I 'j a 10. All storm and sanitary sewer pipe lengths ore measured fl-vm center of manhole.s a z 7-71 1 rnv, 898 0 I _ _ _4Ja9 _ ``-. _: 90? 3 I - - -T - - 1 _Location - -- 00 of coordinates for manholes, catch basins, hydrants, valves ......... 906.1 - � -1------ 9 7.L___� 9 6.3 f - - _�_ __ I °� 9011 908 4L is at center point of indicated structure. . _� ....._ ...... = .......... 5 ' 1 S 4 ' ! I -- - - - - - - G 1 399.3 7 . 89 7, - - - J 915.7 901.5 - 096.5 915 5 - ---- -- 915.3 - - - - - - -- _915.3 "RCP / J03 • 900.9 _ I -- - - _ - - -- -12 RCP SAi�. 5. - .- -- -..-- -- - ------ -913 - -- - - - --------- - - -- - ---- 903.0' 902 a 905.2 - - -- - - - - ------ -= -- --12 SAN. S. -"- - ------ AN NO 903.3 ...............�' 8- SAN A. IPL/ IES Connection into existing storm sewer with be made by open -cutting Corporate NV • NV - Center Curve. Street shall be barricaded as required. Street department, and � 9co.6 89918 I I 898.0 p olice on. street shall be re paired deportment to be notified 4tg hours prior to construe i �` ......... 945 0 .. ......... _ 1 ¢, 8999; L... L_.,........ 698 . h t . per the existing typical section P �" 907.1 _... , ., i- . 903.4 - 919.6 a13= .... _ _ _1 - - - L "J 9 913.4 914.7 918.6 s" AS k .. ...,... 9,7.7 9,9.3 � f ;• 904.8 Note. A plan note /s /nd�cated by a letter with/n a circle. See plan for corresponding 912.2 �i , GO f° 92 ,TR 909 5 907.5 906.6 905.7 r indicating spec/ l ! n scribed feature. ELPOh • �0� 0'k 6�Q S�. iyQQ O� ' c> 03 910.3 910.1 tette specific location Of de ,...':':.• '"' '' ,^.'i:''i ..•. O �^ },,�/�,��,�" SPR[© .... • • .,..,...! G� 9A 90.0.' 4 rn 1 V 915.0 O co 44:� J' 96046001.DWG MAP IP W /\.9.A"!-a®L..�E CAST1IV0S / OSTAlL- a 9 Qi Q O .. i..F.•c CASTING (No.) d o ° vJ^ ............... ...................3 G -__- z --- CLOSED GRATE R-- 1642-85" 17/C5 e 912-1 5 913.4 c 4" CRAB 9.. P 919.5 0 O Q P�NR G -v j 6 0 P 2A Sp ^ �. �9 0 0 'O _ 0 913.3 ��° v 913..7 rn o na 9�SA 17/05 °�Q� 915.1 915.3 CL OSED GRA TE e a�G G O 0 5 i CURB INLET 7" SPRCG 07" SP CG 914.1 4" CRAB 917.5 GQ 07" 9P91B 0 1M p-)�g�FpE ph a>� > A ---- 0 8" MPL o 8" L �e �- 1 INR 910.9 o '8 -DIP W-�" `'91R B o S B Instal/ 0 ° 0 0' C���m� 9171 OO A_' 9 0 0 n, 0 4',SPRCG 0 M,916.0 915.0 r$� P W 0 M 916.3 J v 7" PI 1� L { 0 909.8 r 911.0 912.3 913.5 914.4 a14 9 916.0 CleanaG 7" SPRCG „� 4 0 U � - CL ® U - - - --- - ---- -- - - -- - - - U G ELEC - ---- -- --------- -- HYD 915. --- - ---- G. ELEG- �__--- U. -GAS Tbr-- --- - --- U.G. 917.0 w� L -,r' 9? 6 5 J a �, . ,tet _� �^ 916.6 ✓ E 6 l 916.5 v., J 9' 6 _ 1 4 4 TC 914 6 Tr 91 _. TC TC 915 9 TC 915. TC_ 915.8 TC 915.7 TC 915.6 TC 915.5 TC 915.5 TC TC 91 2 CB TOP=908.3 _ Exist. 915 V'dront 5 9' W4-903.4 908 4L 9' 3 5 ' 1 9 915.1 915.7 - - 915.5 - - 915 5 - ---- -- 915.3 - - - - - - -- _915.3 "RCP - 915.1 915,0 -- - - _ - - -- -12 RCP SAi�. 5. - .- -- -..-- -- - ------ -913 - -- - - - --------- - - -- - ---- - - - -- - - - ----- - ------ -= -- --12 SAN. S. -"- - ------ SAN � SAN NV • NV -8892.5 -1.3 co 44:� J' 96046001.DWG MAP C=F_� N Ln I tl� 1 Lr ev U) V O :x QJ L.t_ o u0 an o CD i CD C5 c v Q C37 • - • V C. tA W 93 a. c LLJ J6 Cn V a� s � a�- ® V Q C 0 Lo IP W /\.9.A"!-a®L..�E CAST1IV0S / OSTAlL- C. 8. / U. H. CASTING (Type) CASTING (No.) CASTING (ht.) U. H. DETAIL -__- z --- CLOSED GRATE R-- 1642-85" 17/C5 2 CURB INLET R- 3067V 6" 17/C5 2A CURB INLET R-JO67V 6" 17/05 3 CL OSED GRA TE _ R- 1642-B 5" 17/C5 4 CURB INLET R- 3067V 6" 17/C5 4A CURB INL ET R- 3067V 6" 1 71C Note: The above casting numbers ore from NEENAH FOUNDRY CO. C=F_� N Ln I tl� 1 Lr ev U) V O :x QJ L.t_ o u0 an o CD i CD C5 c v Q C37 • - • V C. tA W 93 a. c LLJ J6 Cn V a� s � a�- ® V Q C 0 Lo � y o Q) o 0 0 Z z Q o U C _. w 0 N � � o Cl- M i_7 C U 0 W LLJ W Z Z CO Z 2 CL z U < _j Li U a� a> 0 z w o LLJ L.J Uj�J (V M 0 U � CL ® U � y o Q) o 0 0 Z z Q o U C _. w 0 N � � o Cl- M i_7 C U 0 W LLJ W Z Z CO Z 2 CL z U < _j Li U a� a> 0 z O i t 96046001.DWG MAP O - coo TOP=890.6 INv�886.9 Rim el. 889, 7 Inv. k 877.22 (4 0 SMH ` j SOP=563.5 r/ INW876-0 l f:l 30 15 0 30 60 SCALE FEET O O 893.7 893.4GENERAL I-L / V OTESD,• L� / � L./ �-/ / ON i./ ONI- 1. All erosioncontrol measures shall be in place prior to commencement of site grading. O 0 Silt fence & stoked straw bales shall be inspected after each major rainfall event CT and shall be repaired as required. All accumulated erosive soils shall be removed and 9 c: C. properly d:5posed whenever depth reaches 50 .7, of the height of the silt fence or 593.7 $94.1 strow boles. 2. Constructionr,'-entrances shall be covered with coarse rock per detail 3/C6. n Rock shat/ be added as required to prevent mud—frocking onto city streets. ,3. Immediately after installation, All storm sewer catch basins & culvert inlets shat! be 3,4 encircled with stoked straw bales or silt fence per detail 1/C6. Protection sholl remain y v in place until final surfacing is completed or until permanent vegetation becomes established 4. Silt fence shall be placed in the location shown on the grading plan, p o� Installation shall be per detail 2/C6, and shall meet the requirements set =. 8949 forth in the Mn. Dot spec. 3686A. 5 1 5. Straw bales or silt fence around storm sewer inlets shall be placed to allow a minimum 6 ft. clearance between ,-inside face of bales. 901.5 - 896.5 PLAN NOTES A, Catch basins no. 2,2A, 4, 4A shall be encircled with silt fence immediate/y after instollotion. 904'5 (Note: a plan note is indicated by a letter within o circle. .See plan for corresponding letter indicating specific location of described feature.) 915.3 _ 915.1 915.0 S. e CF) e -`J I C" -J U7 1� W LL- C -0 Lp n-cn a r') W CD G -1 C� t3 tA N L vy E q a .a O 0 I +a0 I CT E O 9 c: C. P C V O. (U C1 n � Cgjl Uf (� y v I au to i o� I I w W l7 O 1 qD 0) ca 0 CF) e -`J I C" -J U7 1� W LL- C -0 Lp n-cn a r') W CD G -1 C� t3 tA N L V) N N LO ur) vy E a .a t13 4 � G CT E O C � C V O. (U C1 n y v y � E -S C to G ✓� G O+ Q U „t W w W l7 O L h C 3 V) N N LO ur) �) 1"R"9 0 tai I.s `y z n G Cn w W l7 Z ca 0 W � � W Z Z Z 0 Z Z Z 0 0 .I Li LAJ N i?J G _ 0 e e e e ALTA/ACSM LAND TITLE SURVEY FOR: Nu"RT�H'WESTERN 1, LIFE iJI, 27 S 199 199, TseBv.83e.9 H9�D Z S ERCP ST 6 9Q .....,. 992 ....., ...,.... .RGQ � \ BI T U M I N 0 U 5 ROADWAY 3 890 33 _ TOP 95 895.4 -- __W4.9 98 4.3 - - �B%P s T- - __ a. °►_ ----- 893.9 _ INVr�2 2(PP� 93. 69 ¢� 890.3 889.8 889.4 _ 892.2 ... TOP -891..3 -- 289.9 /' SMH ---- -- --- ---- 8"DIP W --------- -------------------------- �� Nv.879.t wv890.8 wv.876.0 �- CONCRETE CURB 6 896.0rH3 95 MTC 888.7 894 5 T 894.0.. T 893.5 TOP=890.6 \ ` ........... ,895.3 _ __ 3 „ TC T T 2. 91. TCP=897.3 Tr 89 .9 TC890.a TC 889.9 �YOICONCRETErCUR6-- --- TC688.9 ti --••- 895.1 HYO y N 8....... -59`37" __ _iNV.B �(•^•yy -895.3 J�' FND IRON MONUMENT -- a.5 ---- 8�, O -7.0OMFI AT PRQP. CORNER, 894.3 893b 893.4 693.2 892.7 892.4 69.2.0 899.2 . 891.2 890.5896IRON FND 0.07 FT. S. .,,,_ _ _ ..... -. ...-...... ... ... ...... � � 890 .0 TAP. OF PROPERTY)-------- --------- �..-- - ---- -- = - -. - -...- IRON,.,�ONUMENT... ......... y% 5 896.5 897.8 897.3 FN©.... 8 y 2 899.6 I 899.2 ; 898.1 898 8 898.9 897.7 $96.Q....,. 89 .1 894 5 893.7 898 ....... 15 e93.7 �--- DRAINAGE AND UTILITY EASEMENT PER 69 4� EAGANDALE OFFICEPARK2ND ADDITION 3 897.7 898.2 r 7.7 897.2 897 897.1 896.1 895.5 6 {• " ' 697.8 897.3 897.6 895.4 894.9 1 0 894.7 .•- 89.6" �j 900.0 896 2 695.5 893 2 892,2 891.2.00 89'4, 5 1900.2 Tc : i` $93.7 TC 892.7 893.4 893.1 894.7 TOP.893.9•. .w•ees.a 896, :896.5 1 j 898.0C', 897.8 r I 897.6 695.2 ? 1 894.8 0 1 9D0.9 897.9 898.4 898.4 893.1 ? 901.0 9 897.2 896.8 895.8 893.9 892.9: 1 893.8 r 1' ? 897.1 693.2 I �g '1 1 00 ............. i ? 1 901.E 898 5 898.3 898.2 898.7 699.5 699.3 898.5 1. 901.8 0 0 899.7 897.8 897.1 895 D 893.8 ST 89716 896.3 4.0 883.¢ i € , ! ................... 893. TC .. ........ ......i I 00 , y 1 ... . 1 1. F. 'i Oco, p 3 , I 698 8 1 j 900.0 S 901.0 901.1 896.9 895.9 • 899 � J 899.G 900.6 ;� , 1902.6 903.2 901.3 900.2 :.... 899.4 898.2 •., 895.0 893.E 89 7 CQ 893.4 1 893.7 r t 2 O X96 TC i i CD 2 697.0 ......... Cr rn 1 1 900.7 899.8 899.1 �� 902 8 898.7 t ? 903..7 901.2 902 2 902.3 901.7 900.5 1 Sa Q 903.6 899.8 90 4 90 .B ..... 1 r 1 896.8 895.5894.2 i 1 Q99'p 8941 893.7 ...... 25 . ,. O : 898.4 89911 w T : 902.8 Qy Q05.9" 1306.a V 887.6 l: 906.8 906.3 905.3 , :c ? r I 901.2 899.9 899.8 :' 901.0 _(bI 1 9Q4.3 0� 1 904 2: 898 8 8978 996.1 PROPERTY DESCRIPTION (Per Chicago Title Insurance Company Commitment File No. 2459681) Lot 3, Block 2, EAGANDALE OFFICE PARK 2ND ADDITION, according to the recorded plat thereof on file or of record in the office of the Registrar of Tiltes, Dakota County, Minnesota. BENCHMARKS 1.) Top of top nut of fire hydrant 80? feet east of Lot 3 on south side of Corporate Center Drive -- Elevation= 897.86 feet 2.) Top of top nut of fire hydrant 300? feet northwest of intersection of Corporate Center Drive and Trapp Road -- Elevation= 884.14 feet 1.) Location and sizes of ail underground utilities shown hereon are approximate only and are shown based on field location of visible fixtures in combination with available data provided by various sources. 2,) Contact GOPHER STATE ONE CALL at 454-0002 for precise on site location of utilities prior to any excavation. 3.) This surveyor is not aware of any easements or other matters of record or not of record affecting the above described property other than as shown, 4.) ZONING: PD (Planned Development) �) SETBACK INFORMATION: BUILDING: 100 feet from Avalon Avenue 30 feet from `public street 10 feet from adjoining lots PARKING: 20 feet from public street 5 feet from adjoining lots Contact City of Eagan Planning Dept. for further setback requirements. 6.) Property subject to Covenants, Conditions and Restrictions per Declaration of Covenants, Conditions and Restrictions per Doc. No. 178490, I j 1 954 SYMBOLS co TC Denotes 1 {' �' 899.6 f top of curb elevation 0 900.4 901c7 906. ` 900.4 899.0•' ' 907.1 907.1 907.1 Ir ' CB Denotes catch basin - 90 - 906.8 - 1 ; 47 :-902.2 Denotes storm sewer 9088 ST S 69ac 9°4 ' SMH Denotes storm manhole 897.7 896.7 6.1190.3 eD©.,' a95i 89a9 SAN S. Denotes sanitary Denotes sanitary mawer nhole,. ( i j �g sq, 907' l U.G. ELEC Denotes underground electric 8 GAS Denotes gas main O :� { ( 905.9 57� p,cre I W Denotes water main 902.6 t 901.2 900.7LJ 1 I 901.9; 5• / �, S ?I e ' t 904.8 904.9 I / N 4 ,r 1 I WV Denotes water valve 1 " j. i DIP Denotes ductile iron pipe ?' 906.' s 897.6 896.796. i1 0 RCP Denotes reinforced concrete pipe 898.4 1 895'7 895.7 A Denotes survey control station TC I 906.8 907.0 900.7 9Cii 0 a i '. i Q 899.4 1 907.2 i �-, (PP) Denotes per plan I i / 907.4 907.1 907.3 TREE INVENTORY ASH Denotes Ash tree MPL Denotes Maple tree PINR Denotes Red Pine tree SPRCG Denotes Spruce (Colorado Green) CRAB Denotes Crabapple tree TR Denotes tree 7` 902r- 906 9 Ir i 1 903.3 9D6.5 9083 906.0 To: NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY, AGRIGENETICS, INC., 904 9o3.s 908 and CHICAGO TITLE INSURANCE COMPANY 9os: 1. 906,8 ... .. ...... - 909.0 906 9 e sur which t based `1 1r certify that this map or plot and the survey on w is i is ase 910 , �. 9 were Im de Cei in accordance 12 908 9oz 6s9a 'j f (} o dance with "Minimum Standard Detail Requirements for ....., .,".....1 ... ............. 914.. 6 9aD.s ALTA ACSM Land Title Surveys," 910 ... ,,. .. ......... . 699. Q: jointly established and adopted by ALTA and 6 905.0 9QO 898.3 9G7., RAI ""•EASEMENTd ACSM in 1992, and (ii) pursuant to the Accuracy J.....,. r g.... 913.2.. NAGE ANb U'TI'LITY ...RER. 2 O P Standards (as adopted b 913.4 .914.7 „... 918. i...9 9.6 D AN ALTA an < P Y 918.6 °6 A H EA.G.,.. DALE •0FFICE_I?..ARK...-2ND.,... ADL11TiON.......... d ACSM and in effect an the date of this certification) of an 9G .a.... - g1? 912.2 I 917.7 919.3 J °'�?OR ............907.5 904 .., Urban survey. Q��p eti m o� 909.5 906.6 904. Oa.5,...,.,.., Q ?� 8 1 " � 2 5Q gyp. e 03" SPRC9 } .,. 906 . V. �9,1(1 � .� 9id:3...... 910 ........,., .t« a C;X-> o"A a 920.0, a �' ._ Date912.1,•a a sH...^ d this .13th day of March, 1996 �5I" 913:4 •4 CRAB o ` P� 919.5 SPRC 9 Q ^.�....o a 91,., � 9°o7SPRCG° 91.PNR........... 07 �� a 913.7 3.3 , aoy�... ^• ..n,Q ... ^��..,...... y �2 �.G.. .._ ... ...R G,.. 9 INC.FND IRON MONUMENT 7 SPR I• - 4' CRAB ^,19125,. o SPRCB 9 915.0..... °'. a 9i�o aQ o "915.1 J 1915 'O�t• tihG D ..... ° G S i5.. . SUNDE LAND SUR�%EYING, L L r - - - .. . 1 J oT SPRCB ...910.9 - ... .. - _.,...�... a,.,p 1 6 °i 8 MPL .3 " o� $•..,... SL Q-. 'h G 4� •A� . . _•. - DIP W •� O - - - - ..... - - - o ..m,,,r - - ir- O p-d2�- - -'0 6 - - k - c - �- I .. .... .............. - .w `. r. - ^ - 6" P �?� y Q` �,hQ 912 _ �4j G �p a &"tilP.Yl1. �° 5 e Q 914 B gni gg a 7...gP 3� 91 o� 4" 918.0 p ---- ___ + - --- 909r.._..' 914.4 14. y16.0 1� 1 7" PINFp 915 D O -DIP W ` o 911.0 •• 912.3 913.5 ° o `",� �.,�... p o�j --------------------------------------- S R G (�'` SP CG 916.0 -- - U.G. ELEC- ---- - .. _ o , Pimp Edward H.. Sunde, R.L.S. Minn. Reg. No. 8612 -- ---- GAS r� ---- --; ---= _ g'R. W u,c. E�Ec -Rem �.. ----15"RCP ST. S. - ., HYD915.1 -._ gt.7. fl.B �R.,.. _,U.G. r q,CR9 :� a18TC9t ELEC g`V..:u.. il'T t r4i .. 0. O r .4 CONCRETE (URB 91 C91 5 TC y 5 8 �'r 5 Dir169.9'T'S.2 15.5 0915.5 TC TC'9152 40 <D CONCRETE CURB "VCP SAN,_ 908.4. -- SAN 1--- 910.3 --- _ 912.8 91 915.1 -----s-=-JIi�RGP�SAN_�.-- -- - --_- - - - _ rn ----- 9.7- _ 9i 5.5 915.5 915.3 _ 915.3 FND IRON MONUMENT 915.7 815.0 TOP. 7.7 9 3 MIV.2.S Q 9 9 SAN TOP=915 4 _ _ -- �' 12TR SAN...---�-- - - - 96-046 246/47 T.27 R.23 S.3 96046001.DWG MAP "0 � c7 11 ,7Q wv.d91.3 B I T U M I N O U S R O A D W A Y 0. 00 3�"7 0 30 60 SC,1i_E -- IN FEET 16ana ]Lanai Suvveplug J[1mq:,.v 9001 E. Bloomington Freeway (3554) e �a N Lr) "4- I t0 m �a C� �5 I c5 � �c�I r- cr> C A In O C;L p a G p n c ami o v E o c S ? ,y 4 tn} , cn •l CG G v a> zs v N v' G� .10R 01 S CoQ C U 0 _ LAJ L 00 «. M d U U 0 p N CL n c. -a M 47 C 0 Z Li! w cZ) Z V LJ LLJ 0 U o� Q M' <D W p Z Q M 47 C 0 Z Li! w cZ) Z V LJ LLJ 0 U o� Q M' 0 0 e NOTES' 1. Hydrants to be 4' behind back of curb or 2' behind bituminous trail. 2. No. hydrants shall be located between P.C. or P. T, of intersection radii. J. Hydrant to be Woterous No. WB -•-67 Pacer. 4. 2 hydront flogs per fire hydrant ore required. (HYDRAFINDER") 5, All hydrants to be tied bock to the wotermoin with two 3/4 Tie Rods. 6 Internal insert top sections ore not acceptable. (For G.V, Boxes). 7, A# Hydrants Leads coming off of water main larger than 8" or to C/1 areas shall be volved. 8. A one-piece heavy duty, operating valve rod is required on hydrants that ore extended 24" or more. 9. When installing a hydront rod extension, the nonbreokoble coupling sleeves go the bottom and the breakable sleeves go on the top of the extension rod. 10 The WB -67 Pocer requires the oil reservoir be filled with o food grade mineral oil' I , 36" ---Back of curb (J 11-0* -- pireelian of flow _M. Mortar between casting, Neenah R -3067V rings and structure. Hydrant flags to be installed on the -1-- Min. 3" in height and I Nozzle Section t 4 ft_ _ vorlab/e for 4--lon - contact with this quadrant \ 6'ury plates to be changed if odjustment is gutter grade. roodwoys) 2'-6- ---- mode on hydront. See specifications for standard materials. 10' beyond each side catch basin. NOTE. I" max. mortar thickness VANE GRATES REQ. The catch bosin �Q, when used for casting costing shall line up with the concrete _ a-- r \ $ stnicture so it con Min. J" height and max _-_ _-. ____ _ <. be property mointoned 12" in height for Conc. •""•-----.---�---.�w-.'_`""" See detail plate in Neenah book Screw — at catch basins 1 1 type BoCkfill to De tamped -- -fes pipe exceeds Finished grade w o 0 full mortar bed and 2" - i LJZ mortar the outside.' Conc. collar to encase C: moi, - -` �24X.36" .� 24 1 Cubic yard clear rock. � ` d o' °r Cover with 4 -mil pofyethe/one. �, , � U (0 h q) : Slope benches H 4 , CL (NON-SHRINKI,MG - - 6 Z . • . .. 2" per fl. r • Q> 10 11IL GROUT REQ.)�"— '. —Ago vi _ Undisturbed „ 4 min. 314 Catch Basin Costtnq (b sail • Tie Rod-- •- Neenah R-JO67V 4" r 24 x 36"�� Concrete between and outside G or opproved equal. % _ Block q. ,r'dn. fret, HYDRANT INSTALLATION BJo�k 8" Concrete block See standard plate Tie valve to tee on main, then hydront to valve - GATE VAL VE & BOX Note: for a rural ditch section, the height dimensions should be increased to occommodote snow accumulation. city of logon GATE VALUE W1 BOX REVISED STANDARD PLAT£ 1 r, PUBLIC WORKS TMEN AND HYDRANT INSTAL LA TION J-94 100 36" ---Back of curb (J 11-0* -- pireelian of flow _M. -._SECT/0N__-- 1 5 t city of mogon REVISED SSD art , PUBLIC 2.1 WORKS MEN CA TCH BASIN DESIGN EE J_94 232 • 8 7/8-__ TYLER DROP LID 6850•-6855 OR 5860-6865 7518- _ e TnER VALVE Box DROP LID --7 - 2"NO. 6860-6865 OR MUELLER COVER NO. H-10361 OR �y 2" 4"-- APPROVED EOUAL -- ---6 1/4" 7 J18 LABELED WA7FR. TYLER TOP SECTION 6860 5 3/4 — -- 3/4 5 114--- Ixfnsion lengths Adjust top to 1//2" below blacktop -�--- S No. 58 - 14' - J- No. 59 - 18" grade or I" below finished boulevard No. 60 - 24" grade and sholl be set so as to 1 1/2 -- - provide 12" of upward adjustment. --Finished Grade Adjust top to 1/2" below finished blacktop TYLER EXTENS/ONS grade or 1" below finished boulevard grade, and shall be set" so as to provide 12" of upward adjustment. CQ jCote Volvo Box, screw type, three piece, 5-114- 2318 /4"23/8 IZ shaft, size G Box 7'-6" ,, 8extendedno. 6 Round Bose 8 1/8"-> - or approved equal. TYLER MIDDLE SECDONS or 6gs0 ' Mueller No. 10357 Buffolo Type, three piece 5-1/4" 9 7/16 __. 1_111 shaft, size G Box 7'-6" extended, No. 6 Round Bose 7 3/4 equal. \ All Cate valves shall 12 9/16" be of the Resilient Wedge Type conforming to AWWA C509-80 I. 14 3,/4 -� I Standards. - 17 1/4 --- Concrete NO, 6 Block TYLER ROUND BASE Note: No inside adjustment sections allowed Got# Volvo & Box shall be straight, of/owing a 4" pvc pipe to slide down the Box and over the Gate operating nut. Operating Rod Extension shall be installed on all Gate Volves deeper than 9'. Mork all valves with steel post and Gote Volvo sign and locate 2.0' to the side that traffic is approaching (off street areas) sign to face traffic. city of Bogan r C REVISED STANDARD 2 S PUBLIC T Y/'ICAL GA TE VA L VL � PLATE Ij * WORKS 2 - El'. DEPARTMENT & BOX INSTAL LA TION 1-90 105 NON -SHRINKING GROUT REOU/RED. Catch Basin Casting Mortar between casting, Neenah R -3067V rings and structure. or approved equal. or radius Curb box. -1-- Min. 3" in height and I w Q RAN 4X - contact with this quadrant Grote to be 2" below T gutter grade. Slope 2'-6- gutter 10' each side of 10' beyond each side catch basin. NOTE. I" max. mortar thickness VANE GRATES REQ. The catch bosin �Q, when used for casting costing shall line up with the concrete _ a-- r \ $ stnicture so it con Min. J" height and max _-_ _-. ____ _ <. be property mointoned 12" in height for Conc. •""•-----.---�---.�w-.'_`""" See detail plate in Neenah book adjusting rings. I) bedding moleriol 11 at catch basins 1 1 no less Canc. rings to be in pipe exceeds Finished grade 2" o 0 full mortar bed and 2" - LJZ mortar the outside.' Conc. collar to encase Ilk - -` �24X.36" .� 24 • � ` Mortar between costing, �, -- - Precast '- Conc, curb mix sholl U rings and structure. : Slope benches , CL (NON-SHRINKI,MG - - 6 Z . • . .. 2" per fl. r • Q> 10 11IL GROUT REQ.)�"— '. vi _ „ 4 min. Catch Basin Costtnq • •- Neenah R-JO67V 4" 24 x 36"�� between and outside or opproved equal. % _ 5 of Conc. adjustment - - rings. See standard plate --�-- -._SECT/0N__-- 1 5 t city of mogon REVISED SSD art , PUBLIC 2.1 WORKS MEN CA TCH BASIN DESIGN EE J_94 232 • 8 7/8-__ TYLER DROP LID 6850•-6855 OR 5860-6865 7518- _ e TnER VALVE Box DROP LID --7 - 2"NO. 6860-6865 OR MUELLER COVER NO. H-10361 OR �y 2" 4"-- APPROVED EOUAL -- ---6 1/4" 7 J18 LABELED WA7FR. TYLER TOP SECTION 6860 5 3/4 — -- 3/4 5 114--- Ixfnsion lengths Adjust top to 1//2" below blacktop -�--- S No. 58 - 14' - J- No. 59 - 18" grade or I" below finished boulevard No. 60 - 24" grade and sholl be set so as to 1 1/2 -- - provide 12" of upward adjustment. --Finished Grade Adjust top to 1/2" below finished blacktop TYLER EXTENS/ONS grade or 1" below finished boulevard grade, and shall be set" so as to provide 12" of upward adjustment. CQ jCote Volvo Box, screw type, three piece, 5-114- 2318 /4"23/8 IZ shaft, size G Box 7'-6" ,, 8extendedno. 6 Round Bose 8 1/8"-> - or approved equal. TYLER MIDDLE SECDONS or 6gs0 ' Mueller No. 10357 Buffolo Type, three piece 5-1/4" 9 7/16 __. 1_111 shaft, size G Box 7'-6" extended, No. 6 Round Bose 7 3/4 equal. \ All Cate valves shall 12 9/16" be of the Resilient Wedge Type conforming to AWWA C509-80 I. 14 3,/4 -� I Standards. - 17 1/4 --- Concrete NO, 6 Block TYLER ROUND BASE Note: No inside adjustment sections allowed Got# Volvo & Box shall be straight, of/owing a 4" pvc pipe to slide down the Box and over the Gate operating nut. Operating Rod Extension shall be installed on all Gate Volves deeper than 9'. Mork all valves with steel post and Gote Volvo sign and locate 2.0' to the side that traffic is approaching (off street areas) sign to face traffic. city of Bogan r C REVISED STANDARD 2 S PUBLIC T Y/'ICAL GA TE VA L VL � PLATE Ij * WORKS 2 - El'. DEPARTMENT & BOX INSTAL LA TION 1-90 105 NON -SHRINKING GROUT REOU/RED. Catch Basin Casting Mortar between casting, Neenah R -3067V rings and structure. or approved equal. or radius Curb box. -1-- Min. 3" in height and Concrete sholl be in w Q Z max of 12" in height - contact with this quadrant •• 1J T for cone. odj. rings. No. 4 Rebar (to extend 2'-6- 16- i d toll 10' beyond each side 20' -6" 2'-8» ,_b» -4» _4" I" max. mortar thickness of costing) embedded in PLAN- 45 DEGREE BEND TE �Q, when used for casting Conc. collar and curb. Dimensions in togs ore bosed on o r \ d odjustment water pressure of 15a p.s.i. and on earth portion of the curb 20 resistance of 1 ton per xq.& --- " —' See detail plate in Neenah book 2. Wood BAx*h*g permitted only when I) bedding moleriol 11 at catch basins 1 1 no less 3 Dfinensian C1, C2 C3, should be pipe exceeds Finished grade 2" o 0 v 2" - LJZ Conc. collar to encase Ilk } - costing and rings. L ,d UJ '- Conc, curb mix sholl U be used for Conc collar. CL 6 Z a) r Q> 10 11IL vi „ 4 min. • •- Grout shall be placed 24 x 36"�� between and outside Precast % _ 5 of Conc. adjustment - - rings. NOTES' THE CATCH BASiN CASTING SHALL LINE UP W17H THE CONCRETE STRUCTURE SO IT CAN BE PROPERL Y MAINTAINED. NO SHIMS TO BE USED OTHER THAN MORTAR BETWEEN ADJUSTING RINGS AND CASTING TANDARD (69 city aPUBL Cn CONCRETE_ ENCASED REW�D pLATF � WORKS 77WCNT I.AASTING 4 PLAN- ^22 1/2 I PLAN- 90 DEGREE BEND / dl UJ ° I j -1-- d e Ilii I� Concrete sholl be in w Q Z Z �s - contact with this quadrant •• 1J T � 1 of pipe at minimum _I 2'-6- 16- i d toll X-6- 20' -6" 2'-8» ,_b» -4» _4" a d it 1 O PLAN- 45 DEGREE BEND TE �Q, C1,C2fC3 -I O Dimensions in togs ore bosed on o r \ d 'P2"' water pressure of 15a p.s.i. and on earth portion of the curb 20 resistance of 1 ton per xq.& --- " —' CQ 2. Wood BAx*h*g permitted only when I) bedding moleriol 11 at catch basins comp/etety encased in mixed concrete. SECTION A A approx. 1:1 tope wt" depth of 6r no less 3 Dfinensian C1, C2 C3, should be pipe exceeds it AWyo enough to make ong/e - equal to or larger than 45 degrees. 4. Dun",;Pn At, A2, A3, should be os Jorge as possible without interfering with mechanical joint bats. 5. Shope of Dock of buttress may vary as long as pour is against firm undisturbed earth, 6. Megolugs may be used in Conjunction with mixed concrete thrust bkreking. city of eogon REVISED STAND41RD PUBLICWORKS CONCRETE THRUST BL OCKING PLATE L2 • DEPARTMENT 3-94 120 1�2"R BUTTRESS DIMENSIONS UJ PIPE SIM 22 1 2 BENDS 45 BENDS 1 90 -1-- B B 0 w Q Z Z �s � •• 1J T � V-10 V-10 3'-4" 2'-0" 4'-9" 2'-6- 16- '- " - f " " X-6- 20' -6" 2'-8» ,_b» -4» _4" 4,W '-g:- 24- 4'-4" J-0" 6'-10 3'- f0 9,_e 5'-0" or larger than 45 degrees. 4. Dun",;Pn At, A2, A3, should be os Jorge as possible without interfering with mechanical joint bats. 5. Shope of Dock of buttress may vary as long as pour is against firm undisturbed earth, 6. Megolugs may be used in Conjunction with mixed concrete thrust bkreking. city of eogon REVISED STAND41RD PUBLICWORKS CONCRETE THRUST BL OCKING PLATE L2 • DEPARTMENT 3-94 120 1�2"R 3"R UJ o � 6" 112"R w Q Z Z �s � •• 1J T � G,, - , � G7 (J At ALL trenches, (2) J4 reinforcing ^i 2� • " rods shall be placed in the lower 1. 'P2"' - portion of the curb 20 ft. in length. w CQ (2) #4 reinforc%ng rods at catch basins °' W no less than 10 feet in length. NOT APPLICABLE 3' Res. Variable 3' Res 86-18 5' Comm.' 2B" 5' Comm. CURB CUT DETAIL ----Expansion Joint (both sides) 1(010 city of eagan CONCRETE CURB & GUTTER REVISED Pte" { � E11- a � PUBLIC C 2 . WORKS 3-9J 500 - Des. CC 24" x J6" slob opening for R 3067V Costing S eQs or equol. Des. DD 27" off -centered slob opening for R -,3250-A or R-1642-8 costing or equal. A A 4' diom. manhole- 9" in from back of curb. 5' diom. monho/e- 3" in from bock of curb. 6' diom. manhole- J" behind bock of curb. 7' diom. manhole- 9" behind bock of curb. 8' diom. manhole- 15" behind back of curb. (NON -SHRINKING .^,ROUT REQUIRED.) J" roof us curb box } L 6" max O C j Catch Basin Costing, Neenah R-3067 v or -- - - — approved equo . -- Concret collar to encase costing and rings. Full bed of mortar between costing _---------..__ and rings. Mortar or ramneck between concrete slob and manhole section. Min 3" in height and max. of 12" in height for odj. rings. 1* mox. mortar thickness when used _ for costing adjustment, ----- y "—' ! L___6" Precast reinforced Jt tG 11U1V A -A concrete slob. Precost monhole sections All w%tl/nts in manhole to hove 1."O ring rubber gasket. Monhole steps 16"o.c. MN/Dot detod plots 4180 or opproved equal, 8" Precast segmental concrete block to the top of the pipe, for monho/es with pipe diameter over 24". Plaster exterior, Slope benches 2" per foot. See Std. Plot& No, 245 Grout bottom city ofBogan REVISED STANDARD PU&C MANHOLE OR CATCH BASIN PLATE '°` WORKS 2.1 orpmnamr DESIGN CC OR DD 3-94 2.301 city of eogon r PUBLIC WORKS DEPARA REVISEDSTANDARD PLATE / e G >. w0 E O C C C v+ E�vv C v c czn'a. c• C5 E C2 V,ao Gni " �) w Lo c UJ o � o o w Q Z Z �s � � T � p to 4. ,••�� 1 6. n_ a M T w CQ p L) °' W c __'%� it L" o 0 v LJZ � o o w Q Z Z �s p to n_ a 0 ,i, W lJJ Z LJZ Ilk LJ UJ U CL 6 Z a) r Q> 10 11IL vi 1. EXCA VA TE A TRENCH A MINIMUM OF 4" WDE AND 6" DEEP TO BURY AND ANCHOR THE GEO M07LE FABRIC. FOLD MATERIAL TO Pr TRENCH AND BACKFILL AND COMPACT TRENCH 149TH EXCAVATED SOIL. 2, WRE SUPPORT FENCE SHALL BE 14 GAGE MINIMUM WOVEN WRE WITH A MAXIMUM MESH .SPACING OF 67 SECURE TOP OF GEOTEX77LE FABRIC TO TOP OF FENCE WTH STAPLES OR WRE RINGS AT 12" C -C. 11N. 27X2"X4'_6' HARDNC OD STAKES a a!6xxa ._...-- I w I 'y °Pue c EROS/ON CON TROL e- - - - --- city of eogon �?�&PUBLIC Y Y Y Y WMN POSTS LEWpv .,-d' rev. 2'-0' MW. Dvw IN vx~ PAW 004 Y AACW f.L r COMPACT EXCA VA TD SM 1 ATTACH DC FA&W TO TAT POSTS NTH kw STAPLES 0? 800DEN LAW .AND AMS 016 —A L TERNA TE 'B" When possible, the Silft Fence should be constructed in on orc or horseshoe shape with the ends pointing upslope arc rr to moximize Bothe strength and POST effectiveness. Excavate a trench a minimum of 4" wide & 8" deep to bury and anchor gjow c7av^ the geotextile fabric. Fold material _ to fit trench, backfill & compocet trench with excavated material. Steel posts shall be ,Mudded "iee" or "U" type with a minimum weight of 1.28 EXCESS lbs. per lineal foot (without anchor). Fin FABRIC Anchors sufficient to risist post movement ore required Wood Posts shall be o minimum r size of 4" diameter or 1 1/2" x 3 1/2" except I RE l L -H DETAIL wood posts for geotextile fabric reinforced with netting shall be a minimum size of 1 1/8" x 1 1/8" oak or hickory. REVISED STANDARD city of eogon REVISEp STAND PLATE 2 PUBLICRV�`�VN CONTROL PLATE REVISED I STANDARD city of eogon I REWSEO I STAN PLATE ! b �r ,1 PUBLIC XXXX PLAT 1 " to city of eogon EROSION CONTROL city of eogon ` PUBLIC XXX RLWSED { STANI PLATE REVISED I SLAM PLATE city of eogon 044 PUBLIC WORKS XXXXX t" DEPARTMEN REVISED STANDARD PLATE / XXX XXX city of eogon XXX REb9SE"D STANDARD8 x,Yt '. PUBLIC �d WORKS XXX X/1 C ; DEPARTMEN XX IA U 6 o n E ' ar��� cn c 0 V N c n a CL C C V .G ,� •� C dY N 6.x.1 7 co w a� «� M a q U U V U V) C 0 n� 4A - L cep W, ® Q o j- Z C) n o `_jJ N 0 [i 0 (-) e V� 0 U W Uj Z Q, [LAJ M V, Z �► tLJ M U Q> O a. r - O 04 Z • n� N 0 0 =� z N 4A - L cep Q o z Z o N 0 [i 0 (-) e V� 0 U W Uj Z Z [LAJ V, Z �► tLJ Uj V I U Q> O a. r - O 04 Z • n� N v z N 4A - 17KIFT GKA� /AL. 55. MAPLE GAL. 88. G HILLS 3PF ss _I4 !� �+ n � !0,0 00 0 �F4 on Bar • I'm / /Z MINNA NS 111■ ►� iMJ1_01!�■■��■�l�■i/��//1� --- _ ��!a �annnr�n+pd_K,) :, o'o'o"j'o o"c,'o'o o 0§O0O��OOI u y 1 � r�C .r ei� �i r. ^ :, wr�•w �`� C ai.� J ....::•.. .:.� ��IMNIV �....:.. ,fir 2i .::.. cccoo�� 000000 00001 4 'W". r > =��f 1 �. �__• _� _'�•�• -SUMMIT 1 o.= BB. . �.ft,e W =JP=T MA = -1/2GAL. 08. K WINGED SJONymois 6' HT. DONT. Q TO ENLA}i OW PATIO PLAN t10112 11101 Ahmma w1TWN 11WIA 1 IN ZAIZ- �MTO-540J911QgZrAiNr--]R1► Z GAL. BB. ­- --A L; r- rn I IU% ASTZH I MEW in M069 TW= TO 14 u -ma" duAdE TLIIWW OR ZW ACTT.D SOIL DG 1A 111ArJG As t7E3 Z GAL. BB. ­- --A L; r- rn I IU% ASTZH I MEW in M069 TW= TO 14 u -ma" duAdE r — UAKA ZW WIRE ONNW D TOCCODA�TTW MI�O{aM'V. NO NEATLY sLonmeAm= ALL !'�I i, EHPS. �xj" 'ITN�,IN1 i7G! T0 ('i NA MtA�!'��xc TM W/ 40 A01 M YOU IATMAL. 4 dA. PLIABLE AS SPEGIFED mme To IST E V LAYER WOOD CAW MM.C44 -- TO NJ�T'SIIVE��OFF STw,RM GIRG#4PDF M J�"��m pK rLnmo fTAi LO" — t�.24' q_*# IHb MIXTURE 'EA RDC 4, b' Or" CORPORATE CENTER CURVE E N_TRY SCALE: 1/16_ -1ULCH- 5" DP, 1/2 'ATTILA' (PURPLE]) Ma1us sp. 5orgent' SINGLE, STRAIGHT LEADER 15 HU6HES JJNIPER 24' DIA. CONT. —Ibula occidentalis 'Tee 550 PETUNIAS 6' DIA. POT. SPACE 8' O.G. STAGGERED SPACE 8" O.G. STAGGERED PLANT LIST - ENTR`' PLAN _ OU. COMMON AND LATIN NAMES 51ZE ROOT REMARKS 14 SUMMIT ASH 4" GAL. Be. 51N6LE, 5TRA16HT LEADER _ Fraxinvs pennsylvanlco 'Summit' 128 DAYLILY, 5TELLA-DE-ORO Hemerocollis Stella De Oro' NO I GRL)TGHES 8 IMPERIAL HONEYLOGU5T 4" GAL. 155. SINGLE, STRAIGHT LEADER 61edltsla triacanthos Inermis lrnperlol' NO 'V' GROTGHE5 5 SPRING SNOW CRABAPPLE 2•-I/2" GAL. Be. NO BRANCHES BELOW 56' HT. Malus Op.5pr-Ing SINGLE, 5TRAI6HT LEADER_ 21 DWARF WINGED EUONYMOU5 56" HT. CONT. MIN, 5 GANE5 • 56' HT. Ev'2nymovs oiat" 'C.ompaata' r, 4.7 LITTLE PKIFZESS SPIREA,IfF HT. CONT, MIN. - GA EI� O 14T ft. Splraea japonica 'Little Princess' -5ZT-- T-ATO 24' ala. CORTT.— Toxvs medlo 'Tavntonll' -��-� V/ 1 LIL 1, 7 ICLLn -vc-Vw v ✓�/'1. rV i . 7r-rX.0 10 V.C+. +emerocallls '5te11a De Oro' SOD d RRIOATION ROCK MULCH -5" DEEP WA5HED RIVER ROCK I TO 1-I/2" DIA. W/ FILTER MAT, EXISTIN6 CONTOUR PROPOSED CONTOUR 12_8 DAYLILY - STELLA -DE -ORO P. I O.G. p3l; NARCED fi ATIO FLAN SCALE: I/8 = 1'-0" PLANT LIST - ENLARGED PATIO PLAN QU, COMMON AND LATIN NAMES 51ZE ROOT REMARKS 2 _ IMPERIAL HONEYLAGIJr'T 61edUla triacanthos Inermis 'Imperial' 4' GAL. _ B6. 51N6LE, STRAIGHT LEADER ND y (SROTGHE5 27 TECHNY ARBORVITAE _Trfa occidentalis 'Techru' 5' HT. _ CONT. 128 DAYLILY, 5TELLA-DE-ORO Hemerocollis Stella De Oro' 6' DIA. POT. 5PAGE 18" O.G. WING Q) N L[ ) d" I cL) � rr> I nJ o co o O x W to 0 (D c CD c O c 0 ca U [rr)cmCS) CD I O CD c CEJ CD Cn r— cn cc> W O Q Z w O Q) cr U 0 a ,v O I O O e O (�7 N Lr-) I 01) 0) �) L(-) N N -4— C) O X W v) p W ti N V �QD cn �C i cp Cpm � Q� O O GV O � U 4A Q) CiD U am LL.J ON (ID C) z G Z � M Z �:> C-1 C3 T m V � r � 0 0 CL d u LO ri L+n H cn 0 D 0 I Z Ln o Z CD a L KU 0 Q Cj Cl A - - __ -. _ - - - _ ...- ___ .- _ - -. - - - ."----.,-..- - .- - - - - - _t__ - - CORPORATE CENTER CURVE __— ------ — m -- - — -- ------------------------ ---- --- - C -0-N-------------------- / - I CONC- -CURB -& I I, ;r GUTTER TYP. LANDSCAPE CONC. BASE FOR II R = 4'-0" `1' SEE DETAIL 3/AS1.1 R = 4'-9" ISLAND (TYP.) LIGHT POLE (TYP.) I PROOF OF--�-- PARKING 32 _ 48 -i I� I i II J---- -PROOF OF I o j I PARKING ---I– cV o----� b \STANDARD DUTY I SHADING INDICATES HEAVY DUTY ' I �+ BITUMINOUS PAVING -'--� " I i L ---t- N SEE DETAIL 4 AS1.1 R = 5'-0" 10'-0 BITUMINOUS PAVING I I I / /SEE DETAIL 4 AS1.1--- U.N.O.) TYP. / I I I ' I i ---�- R= 8'-0 - " R = 8' II i b b i II 11 � N TT I 28 GP44 I II TYPOFE3 AZO'„ REAS' -0' ( ) r---� N - %0 11 --- ALTERNATE: STONE WALKWAY I CONC. CURB & I I Q L ---r+ S1. a GUTTER TYP. I I N 54'-6' s 54'-6" 10'-0"8'- /HANDICAP VAN SEE DETAIL 3/AS1.1---- j '6 o 15 I TYP. / PARKING STALL All,_ __ R = 2'-6 i 15 I 3 ; I----� - ---- —------- r --J I cr I I'91"S'F 2l N I J'9 � � jALTERNATE: „!�/C0� NC. A I (�-----I-----) (�--------- I--- `° �� EXTENT OFA CONC. 0o (LIGHT BOLLARD W/ L.Ji I 16 (TYP. OF 6) -5'-0" 9 __-----I_ __-_ CURB & �jUTTER--- - ;--- II z I - o , 1 I ; -1 1, I I FTI N �---------"� . I ------I– ----- --_---I------ JJ I — — — -"zz zzz zzz FIRE DEPT. I I CONNECTION -- -_ _ _ _ _I I I I I i I I ° BUILDING---­---)I--r--------I------ _ '20'-0 I I II BUILDING �I____ -_- ---I_-__-_ I0'-0" I ���--_-EXPANSION I I I SETBACKI -�'--- EXPANSION PARKING II BUILDING AREA - ------i--_--- -�_--� SF�TBACK I ° 'bo I W/OI E`------'------- : ° N PROPOSED BUILDINGS' X 5' ----------—— ------;------ _ �___II s 5'-0„ I PARKIr I STOOP SETBA( 9 X 5 I -------I ------ SETBACK I I ; ° CONC. I I I I PARKING ; I I- ---- I------ I_- --� ; STOOP ° I I t I II t I ------I------ I-- I 4 — — — — — _ L-------------------------------------------------------------- – – – – --- --------- ------------------____ ----- – –=J ---II I � TRASH/RECYCLING TT CONC. ; ENCLOSURE a �TRANSFORMl PATIO to _ _I 24J f l 145'-2" 242'-8" R = 10' -R - 20' ---- 28 CONC. CURBGUT-TER CONC. CURB &. GUTTER Y SEE DETAIL 3/AS1.1 PROPERTY LINE 16 b N b �, RETAINING WALL r ----J I I I I I I I ' g o o I I I I I I M I RETAINING WALL LVEHICLE ACCESS ROUTE 4- o VEHICLE MANUVERING I o 35'-Y' AREA ' --------EXISTING LANDSCAPED BERM - I + iz 583.00' a v 5 89'59'37" TRUE AVALON AVE. NORTH SITE PLAN 1"=30'-O" 12" X 18" X 1/8" ALUM. SIGN w/ WHITE LETTERS ON BLUE BACKGROUND REFLECTIVE SHEETING. TO READ: HANDICAP PARKING ONLY ADDITIONAL 12" x 6" x 1/8" ALUM. SIGN TO READ: VAN PARKING SEE SITE PLAN FOR VAN PARKING STALL LOCATIONS 5 SIDED SIGN POST OR 1 1/2" ROUND GALV. POST GRADE OR HARD SURFACE DRIVE 5 SIDED POST INTO GROUND OR UP 1:20 MAX. b .SET PIPE POST IN CONCRETE BASE SLOPE —_-- + HDCP. PARKING SIGN (TYP.) -- " SEE DETAIL 2/AS1.1 TYP. H.C.PARKING STALL _ �HANDIICAP PARKING SIGN DETAIL _4 S 1 .y NO SCALE JOINT -- MATERIAL SIDEWALK SEE PLAN PLAN DIMENSION lIUS CORNERS GUTTER 1/2" STANDARD OR HEAVY DUTY BITUMINOUS PAVING -- SEE SITE PLAN -------- CONCRETE CURB & GUTTER w/CONST. JOINTS AT 10'-0* Q.C. +/- CURB & GUTTER DETAIL SEE CIVIL DETAIL 7/C2.1 FOR ADDIDTIONAL INFORMATION S' BITUMINOUS ALTERNTE: 2 1/2" 4" GRANULAR BASE ALTERNATE: 6" COMPACTED SUB -SOILS STANDARD PAVING PAVING SECTIONS 3 1/2" BITUMINOUS ALTERNATE: 3" =1 11=1 11=1 I I— I I 1-1 11= i-111111- 5" GRANULAR BASE ALTERNATE: 8" COMPACTED SUB -SOILS HEAVY DUTY PAVING DESIGN DATA U') ACRES 5.58 ACRES SQUARE FEET a BUILDING AREA ori ea n a LEVEL ONE BUILDING CODE LEVEL TWO 21,451 S.F. 1994 UNIFORM BUILDING CODE `o�� PARKING PROVIDED 1995 MINNESOTA STATE BUILDING CODE STANDARD STALLS (10'-0" x 20'-0") = 172 1991 UNIFORM FIRE CODE 5 PROOF OF PARKING = 1991 UNIFORM MECHANICAL CODE TOTAL PROPOSED PARKING - -= 247 >233 O.K. -�- 1993 NATIONAL ELECTRICAL CODE FRONT YARD 40' w CITY OF EAGAN ORDINANCES 71 cs -EXPANSION DATA EU.B.C. INFORMATION Q> � =�Lo OCCUPANCY CLASSIFICATION LEVEL TWO 8,100 S.F. GROUP B z a cn o Lb cr, TYPE OF CONSTRUCTIONo 1 CAR/150 S.F. OF BUILDING AREA 0 0 cv ii -N C o c -o ALLOWABLE FLOOR AREA TABLE 5-B SEC 50.5.1.3 BASIC ALLOWABLE 12,000 24" ROUND FORMED CONCRETE BASE YARD INCREASE (100%) 12,000 -® SUBTOTAL 24,000 SEC. 504.2 LAI W SEC. 505.3 ELECTRICAL_ MULTISTORY (2x24,000) 48,000 SPRINKLERS 2x48,000) 96,000 °" 0 0 � TOTAL ALLOWABLE FLOOR AREA 96,000 S.F. (ACTUAL 43, 373 S.F.) L HEIGHT_ AND NUMBER OF STORIES 1" ANi BOL `S w/ter Oki I 0 2 --STORY Q MAX. ALLOWABLE HEIGHT = 55 FEET (ACTUAL 28'-3") PROJECT DATA - SITE AREA U') ACRES 5.58 ACRES SQUARE FEET 242,878 S.F. BUILDING AREA ori ea n a LEVEL ONE 22,231 S.F. LEVEL TWO 21,451 S.F. TOTAL BUILDING AREA 43,682 S.F SITE COVERAGES U') BUILDING FOOTPRINT (LOWER LEVEL + MECH.) 22,231 S.F. ACTUAL BUILDING COVERAGE 9% PARKING REQUIRED ori ea n a 1 CAR/ 150 S.F. OF BUILDING AREA r� 43,682 x .80 = 34,946/ 150=233 STALLS am a duly Registered Architect under the laws of the 5 HANDICAP STALLS REQUIRED. `o�� PARKING PROVIDED G STANDARD STALLS (10'-0" x 20'-0") = 172 HANDICAP ACCESSIBLE STALLS - 5 PROOF OF PARKING = 70 TOTAL PROPOSED PARKING - -= 247 >233 O.K. -�- BUILDING SETBACK REQUIREMENTS FRONT YARD 40' ate Reg No 12342 SIDE YARD 20' 71 REAR YARD 100' -EXPANSION DATA BUILDING AREA LEVEL ONE 8,100 S.F. LEVEL TWO 8,100 S.F. TOTAL BUILDING AREA 16,200 S.F. z PARKING REQUIRED 1 CAR/150 S.F. OF BUILDING AREA 16,200 x .80 = 12,960/150=86 STALLS C TOTAL PARKING REQUIRED = 319 U TOTAL PARKING PROVIDED = 319 HOOK, BY ELECTR CAL CONTRACTOR zi BARE GROUND WIRE COkINECTED TO 3/4" x 10" COPPER GROUND � 04ROD. i FINISH DRIVE SUlfFACE �; - -- + k ! l:::::d..4 i UNDERGROUND ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR 00 ----------_- o 4 - #8 VERT. REINF. BARS w/ #3 z TIES 12" O.C. BY ELECTRICAL ' - ; CONTRACTOR y - ------ co LIGHT STANDARD BASE DETAIL_ ----- ---- - NO SCALEi .y WITHIN HARD SURFACE AREAS (PLANTER AREAS SIM.) NO SCALE U') z a�E � ori ea n a V) r� am a duly Registered Architect under the laws of the `o�� G =� �tia q° w v w'C d 41 E ate Reg No 12342 71 N o :i N O • HOOK, BY ELECTR CAL CONTRACTOR zi BARE GROUND WIRE COkINECTED TO 3/4" x 10" COPPER GROUND � 04ROD. i FINISH DRIVE SUlfFACE �; - -- + k ! l:::::d..4 i UNDERGROUND ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR 00 ----------_- o 4 - #8 VERT. REINF. BARS w/ #3 z TIES 12" O.C. BY ELECTRICAL ' - ; CONTRACTOR y - ------ co LIGHT STANDARD BASE DETAIL_ ----- ---- - NO SCALEi .y WITHIN HARD SURFACE AREAS (PLANTER AREAS SIM.) NO SCALE U') z '.0 or report was perpared by me or under my direct supervision and that I rn V) r� am a duly Registered Architect under the laws of the G St to of Minn of ate Reg No 12342 71 z M1 z C a U M 24" ROUND FORMED CONCRETE BASE w/ 45 DEGREE CHAMFER EDGES) BY W < ELECTRICAL_ CONTRACTOR °" 0 0 L 4 - 4O" x 1" ANi BOL `S w/ter HOOK, BY ELECTR CAL CONTRACTOR zi BARE GROUND WIRE COkINECTED TO 3/4" x 10" COPPER GROUND � 04ROD. i FINISH DRIVE SUlfFACE �; - -- + k ! l:::::d..4 i UNDERGROUND ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR 00 ----------_- o 4 - #8 VERT. REINF. BARS w/ #3 z TIES 12" O.C. BY ELECTRICAL ' - ; CONTRACTOR y - ------ co LIGHT STANDARD BASE DETAIL_ ----- ---- - NO SCALEi .y WITHIN HARD SURFACE AREAS (PLANTER AREAS SIM.) NO SCALE U') '.0 or report was perpared by me or under my direct supervision and that I rn r� am a duly Registered Architect under the laws of the G St to of Minn of ate Reg No 12342 0 z STANDARD BY z C a U 24" ROUND FORMED CONCRETE BASE w/ 45 DEGREE CHAMFER EDGES) BY < ELECTRICAL_ CONTRACTOR HOOK, BY ELECTR CAL CONTRACTOR zi BARE GROUND WIRE COkINECTED TO 3/4" x 10" COPPER GROUND � 04ROD. i FINISH DRIVE SUlfFACE �; - -- + k ! l:::::d..4 i UNDERGROUND ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR 00 ----------_- o 4 - #8 VERT. REINF. BARS w/ #3 z TIES 12" O.C. BY ELECTRICAL ' - ; CONTRACTOR y - ------ co LIGHT STANDARD BASE DETAIL_ ----- ---- - NO SCALEi .y WITHIN HARD SURFACE AREAS (PLANTER AREAS SIM.) NO SCALE , hereby certify that this plan specification, c, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the St to of Minn of ate Reg No 12342 0 LIGHT POLE STANDARD BY ELECTRICAL CONTRACTOR°? 24" ROUND FORMED CONCRETE BASE w/ 45 DEGREE CHAMFER EDGES) BY < ELECTRICAL_ CONTRACTOR °" Ij 4 - 4O" x 1" ANi BOL `S w/ter HOOK, BY ELECTR CAL CONTRACTOR zi BARE GROUND WIRE COkINECTED TO 3/4" x 10" COPPER GROUND � 04ROD. i FINISH DRIVE SUlfFACE �; - -- + k ! l:::::d..4 i UNDERGROUND ELECTRICAL CONDUIT BY ELECTRICAL CONTRACTOR 00 ----------_- o 4 - #8 VERT. REINF. BARS w/ #3 z TIES 12" O.C. BY ELECTRICAL ' - ; CONTRACTOR y - ------ co LIGHT STANDARD BASE DETAIL_ ----- ---- - NO SCALEi .y WITHIN HARD SURFACE AREAS (PLANTER AREAS SIM.) NO SCALE i A B --------- 30'-0" -- --- - i I 4'-8" 3'-4" 7 EQ. SPACES @ 3'-4" =23'-4" ------------------------------------------ - I I a to I � A I LO II tv I FLOOR WALLS I I PARTITION TO UNDERSIDE OF CEILING PARTITION TO UNDERSIDE OF DECK --I HOUR EXTERIOR BRICK WALL/ SPANDREL ASSEMBLY I ®I SEE DETAIL 1/A5.2 FOR TYP, @� 4 1 1 \ ASSEMBLY Irl I , wi ELEVATOR < j AND VOIDS WITH FIRE SAFING INSULATION. A MENS PAINT N BRACING WALL - 1 ® I ! 1 6 ELEVATOR r C� I C 1 EQUIP. LOBBY MTL. STUD, - SHAFT LINER PANELS BETWEEN STUDS AND 1 LAYER 5/8" 3 FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4-7/8" e4 I INDICATES ACCOUSTICAL INSULATION M FULL HEIGHT OF WALL. I I JANITOR 1 �� _ WOMENS t� _...__________-- 4 I I N u a� I LA VI V) 1 •--- cc I 111111 -III 1 I I I I I I I I I I I ��- 1J�_1� 1�1J STAIR C 1 I 1 1 UPto - s - - - -- --- - - - - — -- --- -- - --- - `. -____________________.o.__-- 20- I I rry 'l7 GD II t4 I W .Q I o" V) 6 L0 t C rD 30'-0" 30'-0" 9 EQ. SPACES -0 3'-4 =30'-0" 7 EQ. SPACES @ 3'-4" =23'-4" 3'-4° 4'-8' I � I W2 I '-8" Y-4-11.7 EQ. SPACES @ 3'-4" =23'-4" _ _ 9 EQ. SPACES @ 3'-4" =30'-0" 9 EQ. SPACES @ 3'-47 =30'-0" TRUE NORTH FIRST FLOOR PLAN A1.1 1/811 = 1,-0" ROOM NUMBER LEGEND ROOM NAME OFFICE -1--­-ROOM NUMBER -` -ROOM FINISH CODE --a (FLOOR, WALL, CEILING) CEILING HEIGHT (E 242'-8" 30'-0" 30'-0 3/8" -- I 27'- 4 7 EQ. SPACES @ 3'-4" =23'-4" I, I I LOBBY STAIR A I I I I I I I I I I I i 1 I i I I I I I I I I I I I I I I I I - -1 1 '-0 TYP. RECYCLING 2 AREA 3. 6 EQ. SPACES @ 3'-4" =20'-C' 3'-4" 15'-8" `o CURB CONC. SLAB N TRASH AREA TRASH ENCLOSURE,-,-- -BRICK NCLOSURE-BRICK VENEER 7 7 — - 101-0" ---- _41 30'-0" 9 EQ. SPACES @ 3'-4" =30'-0" n —_— 30'-0" ------ 9 -EQ. SPACES 0 3'-47 =30'-0" I OPP. -\ /1- 11 30'-0" 1,-4„ 7 EQ. SPACES ®3'-4" =23'-4" I 1 e ! rrrrrr>-r I V) I STAI R B I I I I I I I I I 9 Qy C-0 Illllllil I I I 1 ----...— ---_—...._--,.o—__— -- I _ _�� tom' •._ In c) } w E3 04 V) �' rn y w w I I I w z �' CL 7 - I I I 5. I ------ -, I � TM _0 10 U tl> V'I r7 Is CL Ca U O I I I l CL V) �f) rn ' ('1 p J* ♦ I %0 rtJ Z 9 a 10* PLANT R o - -- - -- --- -- - c3 Ln BOLLARD CONTINUOUS CURB3 CONC. a_ a (TYP. OF 2)i 3 SLAB -- ---- - - -- ----- 39'_0>.-- -- ---- ----- 3'-4, 7 EQUAL SPACES @ 3'-4" =23'-4" 7 EQ. SPACES 0,3`-4 23'- 4" .©'' 3'-4" 4'- ' i CONTROL gyp, TRANSFORMER JOINT LU Ld ON CONC. PAD (TYP.) j hereby certify that this plan specification, �Z (SEE: ELECTRICAL) or report was perpared by me or d irn PARTITION SCHEDULE FLOOR WALLS CEILING PARTITION TO UNDERSIDE OF CEILING PARTITION TO UNDERSIDE OF DECK --I HOUR EXTERIOR BRICK WALL/ SPANDREL ASSEMBLY I I SEE DETAIL 1/A5.2 FOR TYP, @� 4 1 1 \ ASSEMBLY Irl I , FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES ELEVATOR < j AND VOIDS WITH FIRE SAFING INSULATION. A MENS PAINT J BRACING WALL - 1 ® I ! 1 ELEVATOR ELEVATOR r C� I C 1 EQUIP. LOBBY MTL. STUD, - SHAFT LINER PANELS BETWEEN STUDS AND 1 LAYER 5/8" 3 FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4-7/8" TYPE "X' GYPSUM BOARD ON ROOM SIDE OF ASSEMBLY AC INDICATES ACCOUSTICAL INSULATION TOTAL THICKNESS = 3 1/8" (1 HOUR RATED SHAFT ASSEMBLY) FULL HEIGHT OF WALL. I I JANITOR 1 �� _ WOMENS __________________ I _...__________-- 1 '-0 TYP. RECYCLING 2 AREA 3. 6 EQ. SPACES @ 3'-4" =20'-C' 3'-4" 15'-8" `o CURB CONC. SLAB N TRASH AREA TRASH ENCLOSURE,-,-- -BRICK NCLOSURE-BRICK VENEER 7 7 — - 101-0" ---- _41 30'-0" 9 EQ. SPACES @ 3'-4" =30'-0" n —_— 30'-0" ------ 9 -EQ. SPACES 0 3'-47 =30'-0" I OPP. -\ /1- 11 30'-0" 1,-4„ 7 EQ. SPACES ®3'-4" =23'-4" I 1 e ! rrrrrr>-r I V) I STAI R B I I I I I I I I I 9 Qy C-0 Illllllil I I I 1 ----...— ---_—...._--,.o—__— -- I _ _�� tom' •._ In c) } w E3 04 V) �' rn y w w I I I w z �' CL 7 - I I I 5. I ------ -, I � TM _0 10 U tl> V'I r7 Is CL Ca U O I I I l CL V) �f) rn ' ('1 p J* ♦ I %0 rtJ Z 9 a 10* PLANT R o - -- - -- --- -- - c3 Ln BOLLARD CONTINUOUS CURB3 CONC. a_ a (TYP. OF 2)i 3 SLAB -- ---- - - -- ----- 39'_0>.-- -- ---- ----- 3'-4, 7 EQUAL SPACES @ 3'-4" =23'-4" 7 EQ. SPACES 0,3`-4 23'- 4" .©'' 3'-4" 4'- ' i CONTROL gyp, TRANSFORMER JOINT LU Ld ON CONC. PAD (TYP.) j hereby certify that this plan specification, �Z (SEE: ELECTRICAL) or report was perpared by me or d irn PARTITION SCHEDULE FLOOR WALLS CEILING PARTITION TO UNDERSIDE OF CEILING PARTITION TO UNDERSIDE OF DECK --I HOUR EXTERIOR BRICK WALL/ SPANDREL ASSEMBLY 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL- SEE DETAIL 1/A5.2 FOR TYP, AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM STUDS AT 24"O.C. METAL STUDS AND GYPSUM BOARD FROM ASSEMBLY Irl FLOOR TO UNDERSIDE OF FINISHED CEILING. FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES - < TOTAL THICKNESS = 4-7/8" AND VOIDS WITH FIRE SAFING INSULATION. A I GYP. PAINT TOTAL THICKNESS = 4-7/8" BRACING WALL - 1 HOUR PARTITION TO UNDERSIDE OF DECK PARTITION TO UNDERSIDE OF DECK -- 1 HOUR SHAFT-----___-� 5/8' TYPE "X" GYP. BD. ON OUTSIDE 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS 2 1/2" METAL C -H STUDS AT 2'--0" O.C. WITH 1" GYPSUM FACE OF EACH 3 5/8" MTL. STUD, AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM SHAFT LINER PANELS BETWEEN STUDS AND 1 LAYER 5/8" 3 FLOOR TO UNDERSIDE OF DECK ABOVE. TOTAL THICKNESS = 4-7/8" TYPE "X' GYPSUM BOARD ON ROOM SIDE OF ASSEMBLY AC INDICATES ACCOUSTICAL INSULATION TOTAL THICKNESS = 3 1/8" (1 HOUR RATED SHAFT ASSEMBLY) FULL HEIGHT OF WALL. un er my direct supervision and that I am a duly FLOOR WALLS CEILING Registered Architect under the laws of the S Z FINISH BASE of W FINISH ateCf-- Reg. No. 12342 FINISH Irl L. SMOOTH - < GYP. ___..___.�.__._".._�...� ROCllu! FINISH SCHEDULE FLOOR WALLS CEILING MAT'L FINISH BASE MAT'L FINISH MAT'L FINISH A CONC. SMOOTH - 1 GYP. PAINT A I GYP. PAINT B TILE FACTORY TILE 2 TILE FACTORY - A ILTC E - FACTORY C 3 I C UNFINISHED- D 4 D _ C a� V7 e e e4 r� a %0 io II ems, I rh V) w Q In Q w u7 e¢ 0 ti o W) e SECOND FLOOR PLAN 9 FO SPACFS ft 3'-4" =30'—O" 1/8" = 1'-0" ROOM NAME OFFICE -------ROOM NUMBER 1 A - ROOM FINISH CODE (FLOOR, WALL, CEILING) \`---CEILING HEIGHT 30'—C 7 FO SPACFS 6 3'-4" =93'-4" l .4'-8" -3'-4" 7 EO. SPACES @ 3'-4" =23'-4" hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. 'ate Reg. No. 12342 ROOM FINISH SCHEDULE PARTITION TO UNDERSIDE OF DECK -1 HOUR EXTERIOR BRICK WALL/ SPANDREL ASSEMBLY PARTITION TO UNDERSIDE OF CEILING OILING �_ ' S MAT'L _---�-- 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL,=--�- SEE DETAIL 1/A5.2 FOR ASSEMBLY TYP. AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM STUDS AT 24"O.C. METAL STUDS AND GYPSUM BOARD FROM MAI" L"FINISH aIn FLOOR TO UNDERSIDE OF FINISHED CEILING. FLOOR TO UNDERSIDE OF DECK ABOVE. FILL DECK FLUTES SMOOTH FACTORY — TILE TOTAL THICKNESS = 4-7/8" AND VOIDS WITH FIRE SAFING INSULATION. PAINT FACTORY A B GYM'. I AC TILE TOTAL THICKNESS = 4-7/8" BRACING WALL - 1 HOUR PARTITION TO UNDERSIDE OF DECK PARTITION TO UNDERSIDE OF DECK - 1 HOUR SHAFT---�_-= 5/8" TYPE "X" GYP. BD. ON OUTSIDE 5/8" GYPSUM BOARD BOTH SIDES ON 3-5/8" METAL STUDS '==ZK=== 2 1/2" METAL C -H STUDS AT 2'-0" O.C. WITH 1" GYPSUM FACE OF EACH 3 5/8" MTL. STUD. AT 24" O.C. METAL STUDS AND GYPSUM BOARD FROM SHAFT LINER PANELS BETWEEN STUDS AND 1 LAYER 5/8" FLOOR TO UNDERSIDE OF DECK ABOVE. TYPE "X" GYPSUM BOARD ON ROOM SIDE OF ASSEMBLY AC INDICATES ACCOUSTICAL INSULATION TOTAL THICKNESS = 4-7/8" TOTAL THICKNESS = 3 1/8" (1 HOUR RATED SHAFT ASSEMBLY) FULL HEIGHT OF WALL. hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. 'ate Reg. No. 12342 ROOM FINISH SCHEDULE =3 o a FLOOR WALLS OILING �_ ' S MAT'L FINISH BASE V . C x MAT'L FINISH MAI" L"FINISH aIn A B CONC. TILE SMOOTH FACTORY — TILE 1 2 GYP. TILE PAINT FACTORY A B GYM'. I AC TILE PAINT FACTORY 3 C_ UNFINISHED D 4 D E 5 E 0 Cr> C'•11I tet" Ln cv 0 0 x U_j V) 0 C C? QC? C� or co � � I Q � Cn Q cp, C V c0 c.� IA cell Q.a C 0 d cc U—) U) u'7 M G 2 6 \ C3) C) G y LO � OJ i7 O C-) z =3 o a a .p �- �_ ' S 4C�__' E 6 V . C x Ci �y aIn c F15 a> "i a c C N .N. C 0 d cc U—) U) u'7 M G 2 6 \ C3) C) G y LO � OJ i7 O C-) z • • O • �C. SLA STAIR C 209 4 SECOND FLOOR (STAIR 8 208 -OPPOSITE NAD) 1/4"=1'-0" ENLARGED LOBBY—SECOND FLOOR SECOND FLOOR RESTROOM -- SIMILAR 1/4"=1'-d' ENLARGED LOBBY & RESTROOM PLAN --FIRST FLOOR SECOND FLOOR RESTROOM - SIMILAR 1/4"=1'-0" STAIR C 109 @ FIRST FLOOR (STAIR 8 108 -OPPOSITE HAND) 4'-7' 5" � 4 --- 6' -Cr 6� o 6 ~� o q (� z U C G: 7 V) C' ra r--, Z OL n C) W LtJ 0 z Z 0 Lj Z ct LJ Uj U W 0.? p _. hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Re istered Architect under the laws of the N' s S to of Mi of °' qAa -C ate Reg. No. 12_..-342 0 k 0 0 ROOF PLAN 1/8u = 1'-0" a hereby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State.of ate Reg. No. 12 342 U C 4A CDN L C C W 46 U O U C' U N a. C> z � O z (/ •• J Y o, a a m T m U U � C Y O O CL o c) T E o ca O g. ori o C� T 'Cy c z 0 \ rn O z p yw O C O U C U u p N .� O FS z � O z (/ •• J Y o, a a m T m U U � C Y O O CL o c) ca .� ori o C� o z 0 \ rn o z p a U C p N .� Q) 0 a o a J Q w ZZ Q V, CL Z LL - 0 W CY- U N U O a �- �1 nH CG nEMECHANICAL UNIT BEYOND (PAINT TO MATCH BUILDING) D nc TI 'T T 6 7 SIM. I 3.1 TYP. 1 3.1 GLASS CURTAIN WALL I 5 1 PREFINISHED 12"X12" PRECAST INLAY (TYP.) METAL CAP FLASHING-- , ACCENT MUCHROME LLIONTAL (TYP.) � 3. 3. 2,1 i BRICK VENEER (TYP.) 0 E3 E3 El C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. G.J. C.J. C.J. C.J. C.J. C.J. C.J. M W M M F/////] M V111A PRECAST CONC. SILL (TYP.) C.J. C.J. 1r//A// r////A rA V111111YEEN V1111111111111FINIA r/A r////AM FA //A R/A FA M M M M r/////T////A W I I r//////Y////A FIAI MA C.J. C.J. C.J. _ C.J. C.J. C.J. I C.J. C.J. C.J. C.J. V1111011A M M M N M M W M 0 M M MAM M C.J. C.J. C.J. C.J. FA/ HIM IMEAMMONAr////A r/////A r/////A 10 U M/, M V1111A M M111�11 -- - � I NORTH ELEVATION 1/8" = 1'-0" f en,�,, iw nn�n II�VIi✓Y11 LJ INSULATED SPANDREL GLASS PANEL (TYP.) \ GLASS VESTIBULE INSULATED TINTED CLASS IN BRONZE ANODIZED THERMAL -BREAK ALUM, FRAMES CHROME HORIZONTAL ACCENT MULLION (TYP.) T.O. MAS. EL. 128'-0" LEVEL 2 LEVEL 1 EL. 100'-0" I i I I � T.O. MAS. EL. 128'-0" r r - LEVEL 2 EL. 113'-4" 1/87 - 1' -if L I PREFINISHED METAL CAP FLASHING INSULATED TINTED GLASS IN BRONZE ANODIZED THERMAL -BREAK ALUM. FRAMES\ I C.J. , I C.J. I PRECAST CONC. SILL (TYP.)---- G.J. C.J. LEVEL 1-- EL. 100'-0" �'-�3 WE.:ST -ELEVATION 1/9' = 1'-0" CHROME HORIZONTAL ACCENT MULLION (TYP. GLASS CURTAIN WALL WALL MOUNTED LIGHT FIXTURE J 12"X12" PRECAST INLAY (TYP.) C.J. C.J. CHROME HORIZONTAL ACCENT MULLION (TYP.) TINTED INSULATED GLASS IN BRONZE ANODIZED DOOR HATCHED AREA INDICATES INSULATED SPANDREL GLASS PANEL (TYP') 6 f A3.1 TYr C.J. CHROME HORIZONT i ACCENT MULLION C.J. I r I i '-TRASH EN -BRICK VI _ !IIVItU 114J)ULAItU JHtLIT A2. 1 1/8" = 1,4' GLASS IN BRONZE ANODIZED DOOR r1 42. iP 2 KEY PLAN NO SCALE .0. MAS. - 128'-0" EVEL 2 L. 113'-4" EVEL 1 L. 100'-0" TYP. T.O. MAS. I EL. 128'-0" IE HORIZONTAL T MULLION (TYP.) LEVEL 2 EL. 113'-4" IN LEVEL 1 EL. 100'-(f . ^4 eby certify that this plan specification, or report was perpared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the Stpte of atei.aReg. No. 12342 cv i L'n C'A C) O x L r i CO rD 7 a C> co a> � <D- m r� O � � i CD 4 am AJ w '6 0 Q v _W WA 49+ V) 0 Z H- Z � � Q � � V o, tom. co Go � 0 0 � L L � C.') U Ln ID � w U CD CL I Q) 01 .G •� N i Q) 0 CL n G 0 . MW Uj a> s cn • e a BUILT --UP ROOFING a e e a • e a BUILT --UP ROOFING MEMBRANE OVER 2 LAYERS OF RIGID INSULATION, (TOTAL R -VALUE = XX) EL. +128'-3" F"' ---- — T.O. PARAPET EL. +126'-1G" 1 T.O.D. --- i � i I J I cD I W a STRUCT. MTL. DECK, BAR i N JOISTS STEEL BMS EL. +122'-4" _ CLG. LINE EL. +100'-0" CONC. SLAB 6' MIN RIGID INSULATION BELOW SLAB OMIT PERIMETER INSULATION AT ENTRY SLAB ,/ I I ♦ (SEE STRUCT) N ' ( �► --- ' � ACOUSTICAL CEILING TILE_ N I c� Io I(n 13 > i iI 5.1 N —---- - Ae I 1 I � I I O I i 1 I i � � I I i I I 00 1 N I I I i I I I, II I i! i 12 5 II N 1 I E - CONC. FOUNDATION 1 (SEE STRUCT.) I WALL_ SECTION @ VESTIBULE 100 =1'-0" 3/8" SECTION THRU SIGN BUILT --UP ROOFING jMEMBRANE OVER 2 15.1 LAYERS OF RIGID EL. +128'-3" ;� ®� INSULATION, (TOTAL R -VALUE = XX) l .-_ �� T.O. PARAPET —�- t 7-- y 01 EL. +126'-10" T.O.D. ® - ®� STRUCT. MTL. DECK, BAR JOISTS & STEEL BMS i (SEE STRUCT) LD z CL 2 EL. +122'-4" CLG. LINE - ACOUSTICAL CEILING TILE 9 I I (n i 5 N I ' (' I INSULATED VISION GLASS `p z IN ANODIZED ALUM. FRAME O I> � 3 I 5.1 I � I U EL. +113'-4" g I CONC. SLAB C)— vwI I I � Lo C:1 I I I I I i i EL. +109'-0 I ' CEILING x ---- � N ACOUSTICAL CEILING TILE I U') INSULATED VISION GLASS IN ANODIZED ALUM. FRAME FI Z iia I. IN 5 I 5_ I CD L -Li 1 II I 00 CONC. SLAB N (SEE STRUCT.) EL. +100'-0" _-_ CONC. SLAB b o 1 PERIMETER INCULATION, R -VALUE = 10 -CONC. FOUNDATION (SEE STRUCT.) TYPICAL CURTAIN WALE SECTION 1/2" = 1'-0' ACRYLIC BACK LITE SIGN BRICK TO MATCH BLDG. - GRADE it BUILT-UP ROOFING MEMBRANE OVER 2 A5. LAYERS OF RIGID _ INSULATION, (TOTAL *EL. + 128'-0" �_ R -VALUE = XX) .O. BRICK EL. +126'-1C I / T.O.D. 00 1 STRUCT. MTL. DECK, BAR JOISTS & STEEL BMS (SEE STRUCT) EL. +122'-4" — BRICK LINTEL 0v ♦ I ACOUSTICAL CEILING TILE I, s 2 (n 5. NLf) i I �I0 i 5 4 5.9 ICD w I II o I � I i I I —CONC. SLAB (ten j I (SEE STRUCT.) EL. +113'-4"---�--- CONC. SLAB I = ® I / STRUCT. MTL. DECK & STL. BEAMS (SEE STRUCT.) EL. +109'-0" CEILING II ( ACOUSTICAL CEILING TILE I GYP. BD. I I II I i I P' I II LINE OF WALL BEYOND 1 BRICK VENEER W/ RIGID INSULATION W/ !I I WATER PROOF MEMBRANE W/ I I EXT. GYP. BD. W/ MTL. STUD li 'IjI� I vONC. SLAB EL. +100'-0" �� 'I (SEE STRUCT.) CONC. SLAB -71 o I BUILT-UP ROOFING 1 MEMBRANE OVER 2 5. LAYERS OF RIGID INSULATION, (TOTAL EL. +128'-Y'-- R -VALUE = XX)T.O. BRICK % ♦ OL EL_ +126'-10" / T.O-D- T — _i1000 00 I _ _ I / s I �' � I EL. +122'-4" BRICK LINTEL `♦ \\--ACOUSTICAL CEILING TILE 2 I (n 5. N C:' I I I s ! I 4 f UjCD I I SLAB a a (SEE STRUCT.) EL. +113'-4" CONC. SLAB ---- 1 I IT111EXTEND WALL TO I UNDER SIDE - - OF DECK. GYP. BOTH SIDES I 1 � EL. +109,-0" l _ BRICK LINTEL -_ - 015- 3'-0" LINE OF BRICK li WALL BEYOND BOLLARD I I I CONCRETE SLAB I 5' AT EXTERIOR I ONC_ SLAB EL_ +100'-0" --- (SEE STRUCT.) CONC. SLAB I / 6" MIN RIGID INSULATION BELOW SLAB I ( OMIT PERIMETER INSULATION j AT ENTRY SLAB �-3 TYPICAL WALE SECTION r2---� WALE SECTION rc-b RECEIVING DOOR 3/8^ =1'- 0- A3.1 3/18"= 1,-0" A3.1 3/8" =1'-U„ 7 13'-4" 7y i 1'-4 -- 10'-87 ------- --- V-4" - Mycogen Seeds "I 131Y CORPOMTE CrATER CARVE SIGN DETAIL METAL BASE 1/2" = 1'-0" IN C I TOP OF MASONRY Y EL. 128'-G- PRECAST BEARING EL. 126' - EL. +128'-0" EL. +122'-4" BRICK LINTEL EL. +113'-4" CONC. SLOB INLAY DETAIL -MIDDLE 1/2"=1'-0" 2x12 PRECA NLAY ;ONTROL J011 NINDOW---- -RAME EL. +109'-0" BRICK LINTEL EL. +100'-0" TYPICAL WALL SECTION O 60 �J 1 z I CT) a. `i 1 L I Ln N O � -- o O x w (n O = BUILT-UP ROOFING a" - MEMBRANE OVER 2 o .� LAYERS OF RIGID -15 LO I ) INSULATION, (TOTAL R -VALUE = XX) w (0 � � I o C C -i herebrtify that this O G7) �— direct suPirv's'Cn-­affdt ite& tif I O ti � U rn tA 43> me or under my C hat I am a duly CD c L.,_+ -- ICL ACOUSTICAL CEILING TILE0 I aS C) �. V li �- a i rnI CONC. SLAB (SEE STRUCT.) - ACOUSTICAL CEILING TILE SIM. CONC. SLAB (SEE STRUCT.) O W EI VRA � 1 z LJ a. `i 1 z to -- rJ � o � Uj U � herebrtify that this or report w s perpared ,v direct suPirv's'Cn-­affdt ite& tif I O � U me or under my G hat I am a duly z er the laws of the LZ w �. m Mi A n cc O U 0 0 a - D V z o � z IZ C) o 0 'GRID 1'-0" 2'-10e i w 0 INLAY DETAIL -CORNER VRA 1 LJ a. 1 -- rJ Uj U herebrtify that this or report w s perpared ,v direct suPirv's'Cn-­affdt ite& tif I INLAY DETAIL -CORNER S to of P _,...mss......-- as Aake Reg. No. 12.-- 342 in 1/2"=1'-0" 1 LJ a. 1 -- rJ Uj U QJ O Ian specification, me or under my G hat I am a duly z er the laws of the w S to of P _,...mss......-- as Aake Reg. No. 12.-- 342 in 1/2"=1'-0" i A � 2 N I I � 5. Lr) c", _ 4., C:5 Q0 gL — ROOF MEMBRANE ROOF MEMBRANE EL. +128'-3" 0/2 LAYERS RIGID INSUL. EL. +128'-3" �' & THERMAL BARRIER (TYP)100, /2 LAYERS RIGID INSUL. L wco C3 T.O. PARAPET T.O.0PARAPET \ & THERMAL BARRIER (TYP) c • C o OIL EL. +126'-10" EL. +126'-10"v T.O.D. �n .0.D. c _o ` cn O m C 1 I Cr w it W O O7 • C N Lr)4j 6 J16 J-6 0 a W t\ ca N STRUCT. MTL. DECK BAR a V)STRUCT. MTL. DECK BAR / JOISTS & STL. BEAMS � / (SEE STRUCT.) / JOISTS & STI. BEAMS \ / \ (SEE STRUCT.) EL. +122'-4" / EL. +122'-4" �" � N CEILING CEILING ' I ACOUSTICAL CEILING TILE / ACOUSTICAL CEILING TILE c I ,I U is z v I �s 13 s 13 c 5. --- r I � / ♦ � 5 C`/ a LINE OF WALL BEYOND / �� / CONTROL JOINT // CONTROL JOINT IN GYP. BD. I \ .00, IN GYP. BDO ° o . g y OlL EL. +113'-4" FLOORLINE �, t----- ---------- - _ — EL. +113'-4" -- --------------- -- c s do W U -g ---------- FLOORLINE L„ � - � N��.; o ✓ U --�-- FO N� C 3 I I I � C EL. +106'-B" _o STAIR LANDING cn N U) tl > ZLIJ.1cp O I / O I I I I 4 i i i i EL. +104'-5 3/4 - STAIR 4- S AIR LANDING 8 ALINE OF POST 5. INSIDE WALL — \ 4 ` (TYP.) Z I • i it i i �► � � O w i i i� I I CONC. SLAB \ o CONC. SLAB GRADE i iI i (SEE STRUCT.) ' (SEE STRUCT.) OIL EL +100'-0'V) I I V)CONC. SLAB b EL. +100'-0" J Y OIL CONIC. SLAB ob m I � � U m a> C Y CONC. FTG.O 31: U (SEE STRUCT.) CONIC. FTG. (SEE STRUCT.) o J -- TYPICAL - TYPICAL STAIR SECTION 3/8" = V -O" STAIR SECTION 4 LOBBY 3/8" = V-0" V) Z I O (� N y Zz U I W� w � I M � o co Q rn o w Z V) U o I O O N o �-' Z r— a ,hereby certify that this plan specification, U I o c � o -- 06 Q, jate�Reg. No.12__ 3.3= s O - v V) �. a o V) Z O Zz U W� w Z U� Q w V) U O O O ,hereby certify that this plan specification, or report was perpared by me or under my o direct supervision and that I am a duly Z Registered Architect under the laws of the St to of t -- 06 cyj jate�Reg. No.12__ 3.3= s a V) • • EXTERIOR CORNE A5.1 DETAIL D ETAI L 1-1/2" = 1,-0" DETAIL TYPICAL COLUMN COVER @ WALL 14 DETAIL DETAIL DETAIL 1" = 1'-0" TYPICAL COI COVER A WINDOW I 1' = 1,-0" DETAIL B 1-1/2" = 1'-0" 1-1/2" = 1'-0" DETAIL 1--1/2" = 1'-0" 1-1/2" = 1'-0" DETAIL 16 DETAIL �12DETAIL _ ---- - -- - -------1-1; 2„ _ ,>^0., A5.1 1-1/2"- 1,_0" A�.1 1-1/2" = 1'-p» EL. 100'-0" GRADE 1-1/2" = 1'-0„ HORZ. ACCENT MULLION HORZ. MULLION 1" INSULATED VISION GLASS -- SEALANT & BACKERROD BOTH SIDES - CONC. SLAB (SEE STRUCT.) I i �. 9__- 4"— - 1 1/2" TYPICAL FLOOR; VISION PANEL 4" CONC. CURB •1 '1/2" RIGID INSUL. THERMAL BREAK RIGID INSUL. CONC. FTG. SEE STRUCT. MTL. CAP EL. 128 -,"-- % �'WRAP ROOF MEMBRANE _ _ _ - - OVER TOP OF PARAPET -- -3j4" PLYWU. `d ---' MTL. STUD - ---- -- -----BATT INSULATION i - ___ ---- FILL SOLID W/ RIGID INSUL. INSULATED -� \\\\MTL. GLASS MTL. DECK O/ GAR JOIST SPANDREL (SEE STRUCT.) PANEL - - I ( ��''`��•\ (2) 2x4 BLOC'KING ----------- STL. BM. (SEE S7RUCT.) TYPICAL PARAPET CO) CURTAINWA�LL_________ 1-1/2" = 1'--0„ HORZ. ACCENT MULLION PREFINISHED MTL. CAP CLIP STUD TO HORZ. MULLION 0 48" 0. C. CURTAIN WALL FRAME MTL. STUD GYP. BD. SPANDREL PANEL STEEL BM. (SEE STRUCT) BRACE CURTAINWALI_ TO STL. BM. 0 EACH VERT. EL. 109'-T ACOUSTICAL CEILING TILE �'�--- CONT. PREFINISHED MTL CLOSURE PANEL BY WINDOW SUPPLIER TYPICAL CURTAIN WALL SPANDREL • e.i I r� c� � I w u i_ W Ls_ _= o c -c' W Cc:!: V) C-0 C:2- m c:) r3 C=) °' I CD cz:) c___j C5 c5 . - r` c.s V na -Rd as J7_ CL • rnn CL C) 0 # \r— A - 1" INSULATED VISION GLASS 7c. v z er E a to o _ C. °> o " I G C' STUD TO HORZ. MULLION U CA Q •"� N U7 C 0 t cn ¢ c 0 EL 100'-0" GRADE-_•..- ` — 4" CONC. CURB �r g -------�-•-- 1 1/2" RIGID INSUL. W THERMAL BREAK I i --- - RIGID INSUL. U - CONC. FTG. bf T�W41hat this plan specification, O , 9" 4" 1 1/2" _ or report was perpared by me or under my � -- direct supervision and that I am a duly CL w Registered Architect under the laws of the S to of i of ._- ak late Reg. No. 12342 z .D (D U) TYPICAL_ FLOOR/ SPANDREL. PANEL 1-1/2" = 1,--0" 45.y 1-1/2" -- 1=-0„ N # \r— A - 1" INSULATED VISION GLASS 0 z �A> o to o _ HORZ. MULLION " I kl— STUD TO HORZ. MULLION ppt.1. 6 C.' -- --------- MTL. STUD a - - ---------•-----RIGID INSULATION r SEALANT & BACKERROD M ) LU L4J -----_---- CONC:. SLAB (SEE STRUCT.) W Z U CD Q> �u C) U EL 100'-0" GRADE-_•..- ` — 4" CONC. CURB �r g -------�-•-- 1 1/2" RIGID INSUL. W THERMAL BREAK I i --- - RIGID INSUL. U - CONC. FTG. bf T�W41hat this plan specification, O , 9" 4" 1 1/2" _ or report was perpared by me or under my � -- direct supervision and that I am a duly CL w Registered Architect under the laws of the S to of i of ._- ak late Reg. No. 12342 z .D (D U) TYPICAL_ FLOOR/ SPANDREL. PANEL 1-1/2" = 1,--0" 45.y 1-1/2" -- 1=-0„ N # \r— A - 1" INSULATED VISION GLASS LO, ccs O z0 �A> o HORZ. ACCENT MULLION o HORZ. MULLION " I kl— STUD TO HORZ. MULLION 0 48" 0. C, . -- --------- MTL. STUD a - - ---------•-----RIGID INSULATION r SEALANT & BACKERROD BOTH SIDES ) LU L4J -----_---- CONC:. SLAB (SEE STRUCT.) W Z EL 100'-0" GRADE-_•..- ` — 4" CONC. CURB �r g -------�-•-- 1 1/2" RIGID INSUL. W THERMAL BREAK I i --- - RIGID INSUL. U - CONC. FTG. bf T�W41hat this plan specification, O , 9" 4" 1 1/2" _ or report was perpared by me or under my � -- direct supervision and that I am a duly CL w Registered Architect under the laws of the S to of i of ._- ak late Reg. No. 12342 z .D (D U) TYPICAL_ FLOOR/ SPANDREL. PANEL 1-1/2" = 1,--0" 45.y 1-1/2" -- 1=-0„ N SOFFIT • SEALANT' MTL. SOFFIT V SPANDREL PANEL MTL STUD 0 24" O.C. 5/8" EXT. GYP. BD. R19 BATT INSULATION 1 1/2" = 1'-0" MTL STUD 0 24" O.C. 5/8" EXT. GYP. BD.-,, R19 BATT INSULATION MTL. STUD 0 16" O.C. -L MTL. SOFFIT --' -.,P/ I Hffr-_­"y I `ACOUSTICAL TILE CLG BRICK TIE —IR r'' RIGID INSUL. (SEE STRUCTAIR SPACE BRICK VENEEEXT. GYP. BD. WATERPROOF �TREATED WOOD BLOCKING MEMBRANE BRICK ANGLINSULATED HOLLOW (SEE STRUCMETAL DOOR AND FRAME 10HEADER @ RECEIVING DOOR 1 1/2" = 1'-0" INSULATED HOLLOW METAL DOOR AND FRAME SWEEP ALUM. THRESHOLD -SEE DOOR SCHEDULE -SET IN MASTIC rj jSILL (0 RECEIVING DOOR BRICK VENEER AIR SPACE WATERPROOF MEMB. RIGID INSUL. FIN. FL. SLAB 100'-01 f 4 WEEP 0 EVERY THIRD BRICK JOINT GRADE (VARIES RIGID INSUL. 1 1/2" = 1'-0" ERIAL GYP. BD. MTL. STUD 0 16"O.C. CONC. SLAB (SEE STRUCT.) CONC. FTG. (SEE STRUCT.) FTG @ FULL HEIGHT BRICK WALL 1 112" t i i i GLASS SPANDREL PANEL W/ RIGID - INSULATION BACKING SEALANT do BACKERROD (TYP. BOTH SIDES) _ FIN. FL. SLAB 100'-0 1 v � GRADE (VARIES) 4 - 4 Q a 4 4 4 -- a - L] a - � Q _ ---- - �- - 4- --�- - V FIRST FLOOR WINDOW SILL PREFINISHED METAL CAP FLASHING -BY ROOFER 2x AND PLYWOOD BLKG:— BY CARPENTRY CONT. KEEPER- --' BY ROOFER RIGID INSUL. 4" BATT- INSULATION 0 TOP OF WALL WOOD BLOCKING- - BY ROOFER BRICK VENEER WATERPROOF - MEMBRANE PARAPET I I WATERPROOF 7^ MEMBRANE / �= RIGID INSUL.—/. AIR SPACE— BRICK PACE BRICK VENEER STL. BRICK ANGLE I 1� (SEE STRUCT.) L-1 /T I i WEEP 0 EVERY THIRD GROUT JOINT WINDOW FRAME "'\T WINDOW HEADER LAP ROOF MEMBRANE OVER TOP OF PARAPET 3/4" EXT. PLYWOOD SHEATHING -BY CARPENTRY RIGID INSUL. SHEATHING -BY ROOFER ROOF MEMBRANE 2 -LAYERS OF RIGID INSUL. ROOF DECK-,, OPEN -WEB JOIST/ (SEE STRUCT.) STL. (SEE STRUCT.) 1 112" = 1'-0" C4 CHANNEL 0 6'-0" O.C_ (SEE STRUCT.) EXT. GRADE GYP. BD. WELDED 1 1/4"x4" ROUND STOCK AT EACH C4. (SEE STRUCT.) INFILL SPANREL W/ MTL. STUDS 0 24" O.C. � OF COLUMN INSUL. FILLER C10 CONT. (C6 0 LOWER SPANDREL) SE STRUCT. AC STICAL TILE CLG. _MTL CLOSURE PANEL BY INDOW MANUF. 2x6 TREATED PLATE 1 1/2" = 1'-0" Z i o a o SOFFIT • SEALANT' MTL. SOFFIT V SPANDREL PANEL MTL STUD 0 24" O.C. 5/8" EXT. GYP. BD. R19 BATT INSULATION 1 1/2" = 1'-0" MTL STUD 0 24" O.C. 5/8" EXT. GYP. BD.-,, R19 BATT INSULATION MTL. STUD 0 16" O.C. -L MTL. SOFFIT --' -.,P/ I Hffr-_­"y I `ACOUSTICAL TILE CLG BRICK TIE —IR r'' RIGID INSUL. (SEE STRUCTAIR SPACE BRICK VENEEEXT. GYP. BD. WATERPROOF �TREATED WOOD BLOCKING MEMBRANE BRICK ANGLINSULATED HOLLOW (SEE STRUCMETAL DOOR AND FRAME 10HEADER @ RECEIVING DOOR 1 1/2" = 1'-0" INSULATED HOLLOW METAL DOOR AND FRAME SWEEP ALUM. THRESHOLD -SEE DOOR SCHEDULE -SET IN MASTIC rj jSILL (0 RECEIVING DOOR BRICK VENEER AIR SPACE WATERPROOF MEMB. RIGID INSUL. FIN. FL. SLAB 100'-01 f 4 WEEP 0 EVERY THIRD BRICK JOINT GRADE (VARIES RIGID INSUL. 1 1/2" = 1'-0" ERIAL GYP. BD. MTL. STUD 0 16"O.C. CONC. SLAB (SEE STRUCT.) CONC. FTG. (SEE STRUCT.) FTG @ FULL HEIGHT BRICK WALL 1 112" t i i i GLASS SPANDREL PANEL W/ RIGID - INSULATION BACKING SEALANT do BACKERROD (TYP. BOTH SIDES) _ FIN. FL. SLAB 100'-0 1 v � GRADE (VARIES) 4 - 4 Q a 4 4 4 -- a - L] a - � Q _ ---- - �- - 4- --�- - V FIRST FLOOR WINDOW SILL PREFINISHED METAL CAP FLASHING -BY ROOFER 2x AND PLYWOOD BLKG:— BY CARPENTRY CONT. KEEPER- --' BY ROOFER RIGID INSUL. 4" BATT- INSULATION 0 TOP OF WALL WOOD BLOCKING- - BY ROOFER BRICK VENEER WATERPROOF - MEMBRANE PARAPET I I WATERPROOF 7^ MEMBRANE / �= RIGID INSUL.—/. AIR SPACE— BRICK PACE BRICK VENEER STL. BRICK ANGLE I 1� (SEE STRUCT.) L-1 /T I i WEEP 0 EVERY THIRD GROUT JOINT WINDOW FRAME "'\T WINDOW HEADER LAP ROOF MEMBRANE OVER TOP OF PARAPET 3/4" EXT. PLYWOOD SHEATHING -BY CARPENTRY RIGID INSUL. SHEATHING -BY ROOFER ROOF MEMBRANE 2 -LAYERS OF RIGID INSUL. ROOF DECK-,, OPEN -WEB JOIST/ (SEE STRUCT.) STL. (SEE STRUCT.) 1 112" = 1'-0" C4 CHANNEL 0 6'-0" O.C_ (SEE STRUCT.) EXT. GRADE GYP. BD. WELDED 1 1/4"x4" ROUND STOCK AT EACH C4. (SEE STRUCT.) INFILL SPANREL W/ MTL. STUDS 0 24" O.C. � OF COLUMN INSUL. FILLER C10 CONT. (C6 0 LOWER SPANDREL) SE STRUCT. AC STICAL TILE CLG. _MTL CLOSURE PANEL BY INDOW MANUF. 2x6 TREATED PLATE 1 1/2" = 1'-0" Z Z o N o o a o C) a' a T CD T V CO CION C -Y L O � L L � V MTL. TUD LOW WALL M t o GYP. 3D. Z rn o I .- CN 2x8 T EATED SILL U Z SHIM AS REQ'D. PROVIDE SEALANT do STL. NGLE BEYOND a, BACKERROD - (SEE TRUCT.) o •- (BOTH SIDES TYP.) N o FIN. FL. SLAB 113'-4" CONC. SLAB o 0 LINE OF -------------- - _ - WALL BEYOND o PRECAST Z CONC. SILL ° MTL. STUD 0 24" O.C. - - CONT. DRIP / ------------------------- - GYP. BD. BRICK - INSULATION FILLER 2' RIGID INSUL. L STL. BM. WATERPROOF - (SEE STRUCT-) CONC. SLAB MEMBRANE / (SEE STRUCT.) ADJUSTABLE STL. 5/8" EXT. GRADE BRACKET FOR SPANDREL Z GYP. BD. - PANEL W / (SEE STRUCT.) MTL STUD 0 24"- 1V 4" AIR SPACE -- --- - --- V f— Q W BRICK TIE W t--% CONC. CURB (SEE STRUCT.) RIGID INSUL. -CONC. FTG. (SEE STRUCT.) 1 1/2" = 1'-0" y Q) hereby certify that this plan specification, - or report was perpared by me or under my j direct supervision and that I am a duly ` - -- Registered Architect under the laws of the a ~ -- n 11P to of inn sot . V _ O .)ate Reg. No. 12342 Z SECOND FLOOR WINDOW SILL Lid 1 112" - 1'-0" V) t e e O v �' ' 1 .�i 1,11 111`11 � t� i O GAN, MINNESOTA O 01111111 1 i 1 1110 11-1-1401001 11 St TITLE SHEET 1 qt 11 ,118 , rx 111h,111 �a -,::;_ [A [ I I �,:, � IN, LION.[ A. J r e e O r__ --I z y '®, C o 0 F o Cr, i I i d COLUMN DR PIER FOOTING 2 5-17-96 � DESIGN DATA Y .69AaQBRY D. STEEL DjCK 1 ISSUE L------1 - REV. STEEL BID DESCRIPTION S? -S7 SHEET N0. c v_' V) A. BUILDING CODE A. 4Aa2NRI' MATFRIAL PROP RE TIES 1. ALL STEEL DECKS SHALL BE DESIGNED & CONSTRUCTED IN F-1 C:i U FOOTING MARK V,' > 17:3 U STRENGTH ACCORDANCE W/ U.B.C. CHAPTER 22, DIV. V. SPECIFICATION FOR i) 4; 1. UNIFORM BUILDING CODE 1994 EDITION WITH STATE OF 1. MASONRY PROPERTIES iE5L A2N C.C7 THE DESIGN OF COLD FORMED STEEL STRUCTURAL_ MEMBERS & w h- O � � I MINNESOTA AMMENDMENTS. C� C� Gj` THE STEEL DECK INSTITUTE SPECIFICATIONS & RECOMMENDATIONS, MISCELLANEOUS SCHEDULED ITEMS a. HOLLOW MASONRY UNITS, ,1900 C90-N,I O s c. LATEST EDITION EXCEPT AS NOTED OTHERWISE. c:1, cs� B. DESIGN LQ6D3 b. HOLLOW UNIT MASONRY (ASSY,), 1350f'm F�DIRE�IION CUT 1. WIND LOAD EXPOSURE. c. GROUTED HOLLOW UNIT MASONRY (ASSY.) 1500f'm d. BRICK MASONRY (ASSY.). C216 -SW 2. ROOF DECK SHALL BE A MINIMUM 22 GAUGE, 1-1/2 INCH DEEP TYPE B, WIDE RIB, MIN. I = 0.169in.4, MIN. Sp = 0.186in.3, MIN. 1 -SEC= N, ELEVATION OR DETAIL ,B DESIGN WIND SPEED. , 80 MPH .1400f'm e. MORTAR TYPE N (NON LOAD BRG. BLOCK Sn = 0.192in.3, PER FOOT OF WIDTH. DECK SHALL BE CONTINUOUS \'e DESIGN PRESSURE &SPAJDREL PANELS). 750mo C270 OVER THREE SPANS MINIMUM. MINIMUM YIELD STRESS SHALL BE --'----SHEET WHERE DRAWN 0-15'. . 13.2 PSF f. MORTAR TYPE S (LOAD BRG. BLOCK). , 1 800m C270 33,000 psi. MINIMUM ALLOWABLE DIAPHRAGM SHEAR SHALL BE 20', . 14.3 PSF- g. GROUT, . , . . . . . . . . .2000mo C476 150 PLF. DECK SUPPLIER SHALL SUBMIT ICBG REPORTS SHOWING - -- --- ELIE VAT10N 25'. . . . . , . . 15.4 PSF In. REINFORCING BARS, . . . . . . .60,000 A615 ALLOWABLE DIAPHRAGM SHEAR VALUES. ERECT IN ACCORDANCE 30'. 15.8 PSF i. COLD DRAWN STEEL, WIRE. . . .70,000 A82 WITH THE REPORT TO MEET THE REQUIRED SHEAR SPECIFIED ABOVE, EXCEPT THAT IN NO CASE SHALL_ CONNECTION TO - - _--_- MATC.HLINE 2. ROOF LOADS. . .LIVE LOAD (L.L.). . . . 40 PSF** FRAMING MEMBERS BE LESS THAN THAT SHOWN ON DRAWINGS. DEAD LOAD (DESIGN) (D.L.� . . .25 PSF B. BRICK VENEER wiTH METAL STUD BACKUP 3, MINIMUM ROOF DECK FASTENING SHALL BE 5/8 INCH DIAMETER F PLAT E 3. FLOOR LOADS • LOAD I 1. BRICK TIES SHALL BE EQUIVALENT TO DUR-O-WALL D/A 213. PUDDLE WELDS USING 36/5 OR 30/4 WELD PATTERN & 1-#10 DEAD (DESIGN) II. 60 PSF* SPACE ONE TIE FOR EACH 4.00 SQUARE FEET OF WALL AREA, TEK SCREW SIDELAP FASTENER PER DECK SPAN OR APPROVED PARTITIONS. . . . . . . . . . .20 PSF TIE SPACING RECOMMENDATION IS 24 INCH ON CENTER EACH WAY. EQUAL. ROUND OR DIAMETER4. TIES SHALL HAVE .A MINIMUM OF ? INCH EMBEDMENT INTO BED STAIRS, PUBLIC CORRIDORS & LOBBIES (L.L). 100 PSF** JOINT. MAXIMUM ECCENTRICITY IS 3/4 INCH. 4, z COMPOSITE METAL FLOOR DECK SHALL BE 3 INCH DEEP, MINIMUM 20 GAUGE, CONFORMING TO ASTM A611 OR A446. DECK SHALL SQUARE_ 5, SEISMIC ZONE 0 2. SCREWS CONNECTING BRICK 'TIES TO STEEL STUD FRAMING SHALL BE PHOSPHATIZED/PAINTED & LAID OUT FOR THREE SPANS BE #12 CORROSION RESISTANT SELF -DRILLING & SELF -TAPPING. WHERE POSSIBLE. THE DECK SHALL BE CABABLE OF SUPPORTING MINIMUM OF TWO SCREWS PER TIE. THE SUPERIMPOSED LOADS AS SHOWN ON THE DRAWINGS & THE CENTERLINE * Reduced per U.B.C. Sec. 1606 OR 1607. WET CONCRETE AS AN UNSHORED FORM DECK. DECK FASTENING *» Plus snow accumulation as required b U.B.C. Appendix 3. BRICK VENEER MORTAR SHALL BE OF A LIME BASED MIX & BE A "N" SHALL BE PER S.DJ. & MANUFACTURER'S RECOMMENDATION BUT 16, Q Design. MINIMUM OF TYPE OR EQUAL UNLESS APPROVED OTHERWISE. NOT LESS THAN THAT SHOWN ON THE DRAWINGS. DRIVE SURF ACF Section, Chapter Division Snow L9ad 4. TIES SHALL BE PLACED AT A MAXIMUM DISTANCE OF 8 INCHES SII{!{ III{i llllll EARTH OR COMPACTED FILL C. ALTEF'NAl_DJ I N FROM ANY FREE EDGE, I II„�.T_GAUGE Aq�TAL STUD FRAMING IIIA-lliiir=III{ice ALTERNATE STRUCTURAL SYSTEMS & DETAILS WILL ONLY BE CONSIDERED 5. SEE "LIGHT GAGE METAL STUD FRAME" SECTION FOR STUD A. BHT GAUGE FRAMING FACING PROVIDED THEY ARE SUBMITTED WITH CALCULATIONS CERTIFIED BY A BACKING SYSTEM. ,zBRICK PROFESSIONAL ENGINEER REGISTERED IN THE STATE. OF THE PROJECT. 1. LIGHT GAUGE FRAMING SHALL BE DESIGNED & CONSTRUCTED IN -�` CONCRETE BLOCK THE CALCULATIONS MUST SHOW THE EQUIVALENCY OF THE ALTERNATE & VI, STEEL ACCORDANCE W/ U.B.C. CHAPTER 22, DIV. V, SPECIFICATION FOR ACCEPTANCE OF THE ALTERNATE BY THE ENGINEER MUST BE IN WRITING. THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. REINFORCED M A S CJ N R Y A. STEJ�-�+AT- R-�� P Qf R� iI E. FUfl1RE N 2. STUD DESIGNATION & RELATED ACCESSORIES ON ATTACHED -EXPAN 1. STEEL PROPERTIES FY.PS ASTM DETAILS ARE FOR UNITED STATES GYPSUM. OTHER MANUFACTURERS ° II PRECAST CONCRETE_ THIS PROJECT IS DESIGNED FOR FUTURE EXPANSION WEST OF GRID A. 50,000 SHALL FURNISH ELEMENTS OF EQUAL OR GREATER SECTION a. STRUCTURAL WIDE FLANGE SHAPES A572 PROPERTIES, MATERIAL STRENGTHS &STIFFENERS. r ROFE b. OTHER STRUCT, SHAPES & IETC. 36,000 A36 Fy = 40,000 psi STUDS), Fy = 33,000 psi (TRACK). 0,00 --- ° _ M�" CAST IN PLACE CONCRETE iI, P IAL INNN�ya c. HIGH STRENGTH BOLTS, U.N.O., 74,000 A325 ° -•---- °J d. ANCHOR BOLTS TENSILE STRENGTH 60,000 A307 ( ) 3. r STUDS RESIST LATERAL LOADS ONLY & PROVIDE LATERAL STABILITY A. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH UBC SECTION e, WELDING ELECTRODES. . . . . . . E70XX A233 FOR EXTERIOR MATERIALS. RIGID INSULATION 1701 FOR THE FOLLOWING PORTIONS OF CONSTRUCTION f. DECK WELDING ELECTRODES. E60XX A233 g. STRUCTURAL PIPES. . . . . 36,000 A501 4. THE ATTACHED DETAILS ARE INTENDED TO EXPRESS THE MINIMUM 1. CONCRETE In. STRUCTURAL TUBES. , . . . 46,000 A500, GRADE B DESIGN PERFORMANCE. ALTERNATE DETAILS OF EQUIVALENT BATT INSULATION 2. BOLTS INSTALLED IN CONCRETE i. HEADED STUDS. . . . . . . 50,000 A108 CAPACITY WILL BE CONSIDERED BY THE ENGINEER FOR APPROVAL. 4. REINFORCING STEEL. j. EXPANSION BOLTS SHALL BE HILTI OUIK BOLT II OR THIS APPROVAL WILL BE SUBJECT TO THE REVIEW OF THE FINAL -KING WOOD BLOC 5. STRUCTURAL WELDING APPROVED EQUAL. DETAILED SHOP DRAWINGS & RELATED DESIGN CALCULATIONS 6. HIGH STRENGTH BOLTING CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. B. UNV_ Aj-,5.T-La �'LLL1l!//i TION _ STEEL SEC STL'- 5. PROVIDE DOUBLE STUDS AT ALL WINDOW JAMBS UNLESS NOTED I III. SITE WQRK 1. STRUCTURAL STEEL DESIGN & CONSTRUCTION SHALL CONFORM TO "LOAD OTHERWISE. STITCH WELD STUDS TOGETHER AT 12 INCH ON CENTER. U.B.C. CHAPTER 22, DIV. 1, GENERAL. & AISC & RESISTANCE -` -- - STEEL BEAM A. ��`RT FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" "CODE 6. SCREW ALL STEEL SECTIONS AT WINDOW HEADS & SILLS TO JAMB '�Q1j &AISC OF STANDARD PRACTICE" APPLY U.N.O. STUDS WITH A MINIMUM OF ONE SCREW EACH SIDE EACH MEMBER. STEEL_ ANGLE OR CONT, PLATE. 1, FOUNDATIONS, RETAINING & BASEMENT WALLS, FOUNDATION OTHER ITEMS RELATED TO THE 2 STRUCTURAL STEEL SUPPLIER IS RESPONSIBLE FOR & SHALL STUD TO RUNNERS WITH FOUR x{10 DRAINAGE, SLABS ON GRADE & SOILS ARE DESIGNED &. SHALL BE CONSTRUCTED IN ACCORDANCE SUBMIT SHOP DRAWINGS & CALCULATIONS CERTIFIED BY A 7 SECURELY ANCHOR EACH SCREWS, TWO TOP & TWO BOTTOM, WITH ONE SCREW IN EACH --- STEEL. DR TRUSS GIRDER WITH THE RECOMMENDATIONS OF AMERICAN ENGINEERING TESTING, INC. PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE FLANGE, UNLESS NOTED OTHERWISE, .JOIST REPORT NO. AET # 96-1375 DATED 04-D4-96. PROJECT FOR THE DESIGN OF ALL CAP PLATES, BEARING PLATES, BASE PLATES, STIFFENERS, SPLICES & CONNECTIONS UNLESS 8. ALIGN RUNNER TRACK ACCURATELY & SECURE TO BASE & HEAD ----i(----iE WELDED WIRE FABRIC 2. DESIGN NET SOIL BEARING CAPACITY IS AS FOLLOWS NOTED OTHERWISE OR SHOWN ON THE DRAWINGS. WITH FASTENERS AS SHOWN ON THE DRAWINGS OR EQUIVALENT OR a. SPREAD FOOTINGS. . . .3000 PSF NOTED IN THE MANUFACTURER'S STANDARD SPECIFICATION BUT _ . . . . . , . . . . b. STRIP FOOTINGS PSF 3. STRUCTURAL STEEL SUPPLIER SHALL FURNISH BOLTS FOR O.S. H.A. 3. �, AT NO TIME SHALL THE SPACING' EXCEED 24 INCHES ON CENTER. BOLTED 1101ST PER OSHA REQ, . . . . . . . . . . . . . . . .3000 CONNECTIONS (SEE DRAWINGS FOR DETAILS). 3. MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING 4. PROVIDE PROTECTIVE ASPHALTIC COATING OR EQUAL AROUND 9. SELF -DRILLING OR SELF -TAPPING MINIMUM 1/2 INCH TYPE S-12 JOIST BOTTOM CHORD EXTENSION PERIMETER FOOTINGS SHALL BE 3`-6». ALL OPEN AIR STEEL BELOW GRADE. SCREWS MAY BE USED IN LIEU OF WELDING FOR ASSEMBLING FOUNDATIONS HAVE A MINIMUM OF 5'-0'• OF FROST PROTECTION. STRUCTURAL STEEL STUD WALLS. ONE SCREW MAY BE SUBSTITUTED FOR EACH 5, THIS STRUCTURE IS A NON -SELF SUPPORTING STEEL FRAME WELD UNLESS NOTED OTHERWISE. - ---- S --- BEAM SPLICE LOCATION REQUIRING INTERACTION WITH OTHER ELEMENTS TO PROVIDE THE REQUIRED STABILITY. THE STEEL ERECTOR SHALL PROVIDE TEMPORARY SUPPORTS UNTIL FINAL. STABILITY IS PROVIDED. AS IV. (�NC'RETE A MINIMUM, TEMPORARY SUPPORTS SHALL BE PROVIDED AT EACH GRID IN BOTH DIRECTIONS. A. MAT IA PROFERTLES additional ADDL.. floor FLR. pounds per .�Q�REI� F'c PSI SLUMP 6 ALL BOLTED CONNECTIONS, UNLESS NOTED OTHERWISE, SHALL BE A above finished floor drain F.D. square inch P.S.I. 1 CONCRETE PROPERTIES : 2L LAYS INLH 3/4 INCH A325 BEARING -TYPE WITH THREADS INCLUDED IN THE floor A.F.F. foot/feet FT. SHEAR PLANE & AS SUCH NEED BE TIGHTENED IN PROPERLY alternate ALT'. footing FTG. precast P.C. a. FOOTINGS, PIERS, GRADE BEAMS ALIGNED HOLES TO A SNUG -TIGHT CONDITION AS DEFINED BY THE anchor bolt A.B. foundation F'DN. & FOUNDATION WALLS. . . . . . . .3000 4 t 1 AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 approximate/ly APPROX. or i- projected/ b. INTERIOR SLAB ON GRADE:. . . .3000 4 t 1 OR A490 BOLTS". architectural ARCM. f" galvanized GALV. projection PROD. C. EXTERIOR SLAB ON GRADE. . . . . . .3500 4 t 1 average AVG. grade GR. 2. ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO GIVE THE 7. ROOF BEAMS ARE DESIGNED IN ACCORDANCE WITH AISC LRFD Q quantity OUAN. CONCRETE AN AIR CONTENT OF 6t 1% BY VOLUME, SPECIFICATION, CONTINUOUS BEAM PLASTIC DESIGN. L back to back B,�B JJ H headed studs H.S. HDR.radius R. L3 balance BAL. header R 3. CONCRETE MIX DESIGNS & SUPPORTIVE DATA MUST BE SUBMITTED basement BSMT. height MT. reoction R. FOR APPROVAL ACCORDING TO ACI 318-89, SECTION 5.3. C. STEEL JOIST,�t boom BM. reference REF. bearing BRIG. high strength B. RNFQRCING MA•TERlI�j, P�PRTP 1. ALL STEEL JOISTS SHALL BE DESIGNED & CONSTRUCTED IN bearing plate B.P. bolt H.S.B. reinforce ACCORDANCE W/ U.B.C. CHAPTER 22, DIV. III, OPEN WEB between B, WN. (ed)(ing) REINF. 1 . REINFORCING PROPERTIES F 'f. KSI A! 'IM STEEL JOISTS, EXCEPT AS NOTED OTHERWISE. bituminous block BI'TUM. BILK horizontal HORIZ. reinforced filled ALL BARS UNLESS NOTED. A615 2. STEEL JOIST SUPPLIER SHALL FURNISH ALL BRACING, WALL blocking . BLKG. I inches IN. block cores from p. . . . . . .60 b. TIES & STIRRUPS. . . . .60 A615 ANCHORS, HEADERS & BOTTOM CHORD EXTENSIONS, ETC. AS both sides B.S. Include/inclusive INCL. footing to beam c. WELDED WIRE FABRIC (SMOOTH), .65 Al 85 NECESSARY TO PROVIDE A COMPLETE INSTALLATION. inside diameter I.D. beoring R.F.C. bottom of caisson inside face I.F. C• LAST IN PLACE CONCRETE 3. PLACEMENT OF MECHANICAL UNITS & HANGERS SUPPORTED BY elevation B.O.0 insulote(ion)(ed) ISLN. required REOD. ROOF OR FLOOR JOIST IS SUBJECT TO THE APPROVAL OF THE revised/revision REV. 1. ALL CONCRETE SHALL BE DESIGNED AND CONSTRUCTED IN STRUCTURAL ENGINEER, bottom of footing I �J joint JT_ roof drain R.D R.O. ACCORDANCE W/ U.B.C. CHAPTER 19 & ACI -318, LATEST EDITION. 4. THE JOIST MANUFACTURER IS RESPONSIBLE FOR & SHALL SUBMIT elevation B.F.E. joist JST_ rough opening 2. ALL REINFORCING SHALL BE DETAILED, FABRICATED & PLACED IN SHOP DRAWINGS FOR APPROVAL. A CERTIFIED LETTER STATING ALL. hottom of plat@ I/ ktyed control schedule SCHt:D. ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE". STANDARD JOISTS CONFORM TO S.J.I. SPECIFICATIONS SHALL BE REGISTERED elevation B.P E. f� joint K.C.J. section SECT. SUBMITTED. CERTIFIED CALCULATIONS BY AN ENGINEER shear connector S.0 3. SPACING OF CONSTRUCTION OR CONTROL JOINTS IN WALLS IN THE STATE OF THE PROJECT SHALL BE SUBMITTED FOR bracing BRCG. kip K sheet SMT. EXPOSED TO VIEW SHALL NOT EXCEED 40 FEET UNLESS ALL SPECIAL_ JOISTS. bracket BRKT. similar SIM. SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CUT HALF OF brick BRK. kip per square slob on grade S.O.G. THE HORIZONTAL. REINFORCING AT CONTROL JOINTS. 5, THE DESIGN OF ALL JOIST MEMBERS & ELEMENTS building BLDG. inch K.S.I. snow load S.L SHOWN ON THE DRAWINGS ARE FOR THE IN-PLACE COMPLETED south S 4. PROVIDE EXTRA REINFORCING ON EACH FACE AROUND ALL BUILDING, ALL LOADING CRITERIA & VERIFICATION OF DESIGN FOR capacity CAP. knockout K.O. spaces SPA. OPENINGS 24» OR LARGER IN ALL SLABS & WALLS EQUAL TO LOADING SUCH AS HANDLING, TRANSPORTATION & ERECTION ARE cost in place C.I.P. specification SPEC 2-#5 BARS ON 4 -SIDES & EXTEND 2 FEET BEYOND OPENINGS, THE SOLE RESPONSIBILITY OF THE JOIST MANUFACTURER. center CTR.length/long LG. square S0. center to center C/C light weight LWT./L.W'T. staggered STAG.5. PROVIDE A 3/4» CHAMFER ON ALL EXPOSED CORNERS OF CONC. 6. SPECIAL JOISTS SHALL BE DESIGNED FOR THE column COL.. live food L.L. standard STD. LOADS INDICATED IN THE JOIST SCHEDULE. composite COMP. load beoring LD.BRG. steel STL. STIR. 6. PROVIDE ISOLATION JOINTS .AROUND COLUMNS AT SLAB ON 7. JOIST MANUFACTURER SHALL DESIGN & PROVIDE SPECIAL JOIST Concrete CONC. location/locate LOC. stirrup GRADE AREAS. SEATS WHEN THE SUPPORT BEARING WIDTH IS LESS THAN SJI connection construction CONN. CONST long leg structural/ REQUIREMENTS. honzantai LLH structure STRLJCT. construction / 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED 8 ALL JOISTS SHALL BE CAMBERED IN ACCORDANCE WITH SJI control joint C J. long leg temperature P TEMP- FOR REINFORCEMENT MINIMUM CRITERIA U.N.O. vertical LLV temporary TEMP. COVER IN. continuous CONT. mark MK. top and bottom T & B o. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH. . . . , . ,3 D dead load D.L. n '\ masonry opening M.O. masonry MSNRY./MAS to of beam P m T. B. b. CONCRETE EXPOSED TO EARTH OR WEATHER detail DET. material MAIL. elevation 6 THRU 111 BARS. . . . . . . . . . . .2 diagonal g DIAG. DIA. metal MET./MTL. top of coissor� 5 & SMALLER BARS. ,1-1 /2 . . . . . diameter dimension DIM. mezzanine. MEZZ. minimum MIN. elevation T.C.E. C. CONCRETE NOT EXPOSED TO WEATHER OR ditto double DO. DBL. miscellaneous MISC. to of deck P IN CONTACT WITH GROUND down DN. elevation T.D.E SLABS & WALLS. . . . . . . . . . . . . .3/4 drowinq DWGnear side N.S. north N BEAMS & COLUMNS : PRIMARY REINFORCEMENT, TIES & STIRRUPS. top of footing .1--1/2 each EA_ not to scale N.T.S- elevation T F.E L each face E.F. E.W. number NO. not in contract N.I.C. top of pier each way east E on center O.C. elevation T.P.E. elevution elevotor EL. ELEV.opening 0 OPNG./OPG. top of slab equal EQ, opposite OPP. elevation existing EXIST. outside diameter O.D. expansion EXP. outside fact O.F. O.H. typical TYP. exterior EXT. overhead Uunexcavated PNL. UNEX fabricate FAB. �, Panel plate PL. unless noted T for side F.S. PT. point otherwise U.N.O. filled block cores from footing past _ tonaicn(ed)(ing) P.T. \ / V vertical VERT. to boom bearing F.C. finish FIN. " I Pounds per 1%u weld@d 'NIr@ fabric W.W F �r �f'� (�1 jy D {�t y}`� STRUCTURALRAWIH square foot P.5.F. 14.d JJJ111d��/ �.,hS finished floor west W elevation F F.E. with without W/ W/0 j(»7O llt:flange FLG. working point W.P ILLI JL�1IL AF 10N0%1MTU0UA00N'E=N ZSEEDS GAN, MINNESOTA O 01111111 1 i 1 1110 11-1-1401001 11 St TITLE SHEET 1 qt 11 ,118 , rx 111h,111 �a -,::;_ [A [ I I �,:, � IN, LION.[ A. J r e e O l WN z� REV. THIS SHEET 0 NO REV. THIS SHEET I hereby certify that this plan, specification or report was prepared by nae or under may c'.irect supervision and that I am a duly Registered Professional Engineer under th• laws of the -State 91 MinnessSa. Reg. No 4 z y '®, C o 0 F o Cr, V d I 2 5-17-96 - PERMIT SET S1 -S7 1 ISSUE 4-12-96 DATE - REV. STEEL BID DESCRIPTION S? -S7 SHEET N0. l WN z� REV. THIS SHEET 0 NO REV. THIS SHEET I hereby certify that this plan, specification or report was prepared by nae or under may c'.irect supervision and that I am a duly Registered Professional Engineer under th• laws of the -State 91 MinnessSa. Reg. No 4 z y '®, C o 0 F o Cr, V d I U Z U C Q. N 'Ga a W G> II rC an • 0 c c v_' V) n O U-) N u C:i U V,' > 17:3 U X Lt_.I V) i) 4; r_ C.C7 L w h- O � � I C� C� Gj` 73 O s c. r__J c:1, cs� Ii- LLJ Ca I 0 co % C3) CNN h 11I U' � O O z y '®, C o 0 F o Cr, .- d a U Z U C Q. N 'Ga a W as v LaJ an • 0 c c v_' V) n O CCL C) u C:i U V,' > ti UQ c 3c Ii- LLJ Ca I 0 co % C3) CNN h 11I U' � O O a z W Z W Cr, .- d a U Z c CfJ W LAI LaJ 0 0 .�- M p C) a z W Z W �P F -- CO z LAI Iuu� WLd z .�- > G M U I C:i VJ W W �P F -- CO z LAI Iuu� WLd z a 7 U R �0 _ 4; L h- O 0 e 0 0 e E 0 0 FOUNDATION PLAN PLAN NOTES: 1. TOP OF SLAB ELEVATION (TSE) = 100'-0" (DATUM EL.=905.0') 2. TOP OF EXTERIOR FOOTING ELEVATION (TFE) = 99 -0", U.N.O. 3. TOP OF INTERIOR FOOTING ELEVATION = 99'-0", U.N.O. 4. PERIMETER WALL FOOTING SHALL BE 2'-0" WIDE x 3'-0" DEEP TRENCH FTG. U.N.O AND REINFORCED WITH 2—#5 TOP. 5. TOP OF CONC. PIER ELEVATION = 99'-0" 6. INTERIOR CONC. SLAB ON GRADE SHALL BE 4" THICK CONC. REINFORCED WITH 6x6—W1.4xW1.4 W.W.F. 7. FOR ALTERNATE FOUNDATION WALL, SEE DETAILS 10/S5 & 11/S5. 1 /16" = 1 '-0" STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE REMARKS C1 W8x24 It 1"x13"x1'-1" 4—Y4" 0 A.B. C2 W8x35 It 1 %4"x13"x1'-1" 4—%4" 0 A.B. C3 W8x35 It 1h"x20"x1'-8" 6-1%4" 0 A.B. FOOTING SCHEDULE MARK SIZE REINF. (B) (EW) REMARKS F1 8' -0"x8' -0"x1,-7" 6#7 — F2 6' -0"x6' -0"x3'-0" 8#5 — F3 6' -0"x6' -0"x3'-0" 8#5 (T&B) — F4 10' -0"x10' -0"x2'-0" 9#7 — F5 3' -6"x3' -6"x3'-0" 4#5 — F6 8'-0" x8'-0" x3'-0" 6#7 — I hereby certify that this plan, specification or report was prepared by mo of under my direct supervision and t -hat I am a duly Registered Professional lrngineor under the laws of the -State of Minnesota. Date ✓` 4'2' Z/yam Reg. No 0 0 e 4i C C Ln N W Cm v E o N 1n d' XW C O` � N N I= c.G r C O Hca I .� � N r V -0 c 3 UQ Z �•• W O o W i »- Cr LL - _ a� Q QCn Q 0- p p � I r 0- .E O f— a-.) = 4i jQ o CL C Ln "0 o W Cm v E o N 1n .� r XW C O` � N N I= C] r C O Hca C f/) o V) o Ch Oyu r V -0 c 3 ,- CN P > "W LO [r O O �I U C Ln W Cm 4?0*) O !C N 1n .� r XW �0 V I O Q I= C] �I I CP Ar Awk U) W W a J CL �0 V I z W z O 8 UQ Z �•• o W »- LL - U a� 0 o 0- I CP Ar Awk U) 0 0 U 0 0 1. 9 I O O O r \N/ 2ND FLOOR FRAMING PLAN 1/8" — 1'-0" PLAN NOTES: 1, TOP OF SLAB ELEVATION (TSE) = 113'-4" 2. FLOOR SLAB SHALL BE 3"-20 GA. COMPOSITE METAL DECK W/2%2" NORMAL WEIGHT CONC. REINF. W/6x6-W1.4xW1.4 W.W.F. (5y2" - TOTAL) 3. BEAM LEGEND->W14x22 ("1�a)k'—� CAMBER BEAM SIZE / 3OK 22 - F`�~--- SHEAR STUDS (EQUALLY SPACED) BEAM REACTION (FACTOR LOAD) 4. BEAM CONNECTIONS; PROVIDE MIN. 2 BOLTS (DOUBLE SHEAR) CONNECTION IF NO BEAM REACTIONS ARE SHOWN. 5, 1�--- DENOTES BEAM MOMENT CONNECTION, V U) o a D C ui N = 016 O :3E �o U 4• is C WLLJ � C = N cI p U W C7 O W C U oU3 L>p� O = a> a ti .M •� O U1p -p C rn u t cu o 3C W 03 O O X t.iJ co O G LL - c::) o V Lam` Cfl V Ln M O r� ©O CCL I O O CT.) =2 LD u e U) o a D o Q E ° ui n. = 016 O :3E �o U 4• is C WLLJ � C Q N in U W C7 O W C U oU3 L>p� O = a> a ti C N p •� O U1p -p C rn u t cu o 3C ; Cn >1 M M Cts � UU O Z C X i) • = z U O V T 00 mi ti C.L d U z O z U c CD fu CT L — 1P a> O x N ul w s X Q? M O Cl. Cm C i CA D �o WLLJ z z 8z (.i a oU3 �a I hereby certify that this plan, specification or report was prepared by sae or under my 6 direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. a� co 0 0 0 0 4 0 n a 0 ROOF FRAMING PLAN PLAN NOTES: 1. TOP OF DECK ELEVATION (TDE) = 126'--10" (H.P.)_ ((+0") Cgs BLDG, PERIMETER U.N.O. 2. SEE DETAIL 3/S6 FOR TYPICAL MECHANICAL UNIT SUPPORT. 3. SEE DETAIL 4/S6 FOR ROOF OPENING SUPPORT FRAME. 4. SEE DETAIL 5/S6 FOR TYPICAL JOIST HANGER REQUIREMENTS. I hereby certify that this plan, specification or report was prepared by ma or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Date -�E, =— Reg. No 0 0 0 ci a'i C e N C y 0 ° O Ln —CU tet' to L- C, c n I CLQ Aa O M a, �, Q- CJ n ., L N C E C N V p 'C Oy "O U = p 0 U CG7 O d L W a) Lr... `0 � 0 C O :E U Y 'd I cn Q r-- cr�- =E L0 M-21 R 1�1 S vi O D. E ' e a C y 0 ° O —CU cv� O i'< C, c n . r - C O M a, �, Q- CJ n Lo W O Ce% IA C -0 o� �,f C Q E C N V p 'C Oy "O U = p 0 _ a U- = N C $ O 0 Z O Z oz N w vAlm Aft _c cn SO '0' r-- v e Cp —CU cv� O i'< LO U') . r - i X O M a, �, Q- CJ n oz N w vAlm Aft _c cn SO '0' r-- ! I SAW CUT (MAX OF 24 HRS. AFTER POUR) CUTTING MESH CONTROL JOINT CONSTR. JOINT SAW CUT JT. ADJACENT TO SLAB ON GRADE CONSTR, JT, I i 5/8" DIA. X 2'-0"/ SMOOTH DOWELS AT 24" O.C. (GREASE ONE END) TERMINATE MESH AT JT. ---DETAIL S5 TYPICAL CONTROL/ CONSTRUCTION JOINT e TFE SEE PLAN SECTION 'GRID 11 1/2r k--� - C'^9 ON GRADE GRID 6h"j 9Y2„ TSE. SEE PLAN 4' 1'-4" 14" f TFE. �I SEE PLAN i i SECTION e :H FTG. SEE 31ZE & REINF. SLAB EDGE ® WINDOW WALL SLAB ON GRADE -CONCRETE BLK. WALL SEE PLAN FOR FOOTING CMU ALTERNATE 0 BRICK STEEL C PAINT O T.S.E. W BITUMIN( FLOOR GRO A. BOLT SEE PL/ FOR CO FOOTING & REINF DETAIL BRICK SEE ARCH._-\, �i I I TFE SEE PLAN SECTION TYP. INTERIOR COL. FOOTING GRID 9 1/B' "9 ON GRADE :H FTG. SEE ;IZE & REINF. SLAB EDGE ® BRICK STEEL COLUM BASE PLATE STEEL COLUI 4 - Y4"O ANCHOR BOl DOUBLE NUI WASHERS DETAIL e-rr•ri nni i u,ki PLAN VIEW 1" NON -SHRINK — GROUT SECTION 9" 0 WIND BRACE COL. ANCHOR BOLT SETTING TSE. U '' M C7� C'V � SEE PLAN 01 w N � CD DWLS. 2'-0" I cn rr 17=1 I 1 ------'#4 10- , -9 61 8 ■ ca c� •- y ` taJl � V POURED CONC. WALL w oN >< W/ #4 0 12" O.C. E. W. a3 N • O X Cr c—n t -ten. M `I o #4 DWLS.0 12" O.C. W/STD. HK. EL. -� (.0 CP) SEE PLAN L_ "IV N .-, #50 12" O.C.T&B EA. WAY SECTION ELEVATOR PIT GRID I D ETAI L 12" WWF NOT SHOWN BRACE COL. FOR CLARITY SEE PLAN 24" N SLAB #4 4 /3#4x6' /@ 12" O.C. 1'-6r SECTION TSE. SEE PLAN `iv _ If7 III I— I I=1 � 11 1= #4x12" 24" O.C. Z., 10„ I '„ j TFE. SEE PLAN E. SECTION FTG. SEE PLAN SLAB ON GRADE CONCRETE BLK. WALL -SEE PLAN FOR FOOTING CMU ALTERNATE CSD GLASS I hereby certify that this plan, specification or report was prepared by m* or under my direct supervision and that I era a duly Registered Professional Engineer under the sews of the�Stats. of MinnM2U4 S Reg. No. 41a;= 0 U '' M C7� C'V � C> o �acioc� A Q M J 01 w N � CD O C 3 Z U I cn rr U1 C W 10- I -9 c ca c� •- y ` taJl 0 V w oN >< U U N a3 � O X Cr c—n t -ten. M o cel C> � � (.0 CP) � e 0 O e z W Z u c � ` '' M � � C> o �acioc� A Q M J 01 w E u O C 3 Z U B .. ' U1 C W v v __j `O o 0. y'n -9 a ca c� L5 O c. y ` N E T7 0 V z y 0 -15 �y C39 U U N ® U) u Q_ 0 _C-4 r-1 >�� 44" U-) CL C7 O '' M A Q M J U O Z — O C 3 Z U O v v __j a ca c� 0 Z: 0 z U N Cp 1U Qi O X Q LO • + P 0 L CP) � e F-- O z W Z Z Z V) R z 0 z 0 q WV W �- � V v cu a� 0 r a � O z Q) Kuur V STL, JO C c�PIIC.F SEE PLAN FOR SIZE DETAIL - S6 ROOF BEAM SPLICE e BEAM SEE --CONT. #3 BAR FIELD PLAN WELDED TO STUDS AS REQ'D TO SUPPORT MESH - I i COMPOSITE FLOOR SLAB 16 GA. METAL 77F7 EDGE FORM STEEL BEAM SECTION TYP. DECK BRG. AT SLAB EDGE TSE SEE PLAN i I I I I BOT. OF 6hLQ-LE ELEV. 109'-0" --j- 17 S6 SECTION SPANDREL AT SLAB BEARING V-4' 7 112' 4'--_ 4 1/2' TYP. ERECTION CONN. AT ROOF JST. BRG. GRID PER S 1/ JI -�-}— — t STEEL JOIST STL. COLUMN W/- )/4" CAP I£ & 4-%4"O A325 BOLTS 2 SECTION GRID SEE PLAN 16 GA. METAL EDGE FORM SECTION PROVIDE BOLTED CONN. AT COLUMNS PER OSHA REQUIREMENTS R60F DECK STEEL BEAM W/%" STIFF. IT'S AV 2" R 1/4"X3" ERECT AFTER PLACEMENT OF ROOF DEAD LOAD ROOF JOIST BRG. AT INT. COLUMN CONT. #3 BAR FIELD WELDED TO STUDS SU TO —\/SUPPORT MESH COMPOSITE FLOOR SLAB STEEL BEAMS W/ STUDS STEEL COLUMN S6 GRID 15 S6 i TSE. SEE PLAN `i I II II II \ -r BRACE L4x4x%a I I ® 7'-6" 0. C. i I I BOT. OF ANGLE—_+_1 ELEV. 109'-0" S6 SECTION DETAIL COMPOSITE BEAM S SEE ELEVATION 1-67 < X 3"BAR 4NEL GIRT SEE ELEV. BRICK BEARING SKIDS, ROOF D �---MECH. UNIT-- � IIIA STL. JOIST/ PANEL POINT STL. BEAM (VERIFY W/ JST. SUPPLIER) NOTE: IF SKID LOCATION FALLS BETWEEN JOIST PANEL POINTS, WELD 2 ANGLES 1_1 hxl �6xY16 FROM SKID LOCATION TO BOT. CHORD PANEL POINT. DETAIL CONT. #3 BAR FIELD WELDED TO STUDS - AS REQ'D TO SUPPORT MESH ��2 EA. �6 2" END I ADD 2 ANGLES L1 �6x1 h41r, TYP. MECHANICAL UNIT SUPPORT 3�DECK GAP DRAPE MESH OVER #3 /BARS - PROVIDE Y4 " COVER OVER MESH COMPOSITE FLOOR SLAB STEEL BEAMS NOTE: CERAMIC INSULATOR TO BE REMOVED BY STEEL ERECTOR SECTION GRI D � 16 S6 TIDE. SEE PLAN l -77 I I I 1 I I I II ('_17 S6 it BOT. OF ANGLE 122'-4" SECTION W/1346"O X 2"SLOTTED HOLES & Y/4"O BOLTS - FINGER TIGHTEN & DAMAGE THREADS, \ TYP. O BRICK ANGLE t BRICK CONTROL JOI 18 DETAIL GRID COMPOSITE BEAM STEEL COLUMN CHANNEL GIRT Wp:, e>"b X 20$ SLOTTED HOLES 0 TYP L4X4X)6 ! JOISTS WITHIN 4" OF THE X 0'-6" W/VERT. SLOT Y 3' STIFF- L4X4X% --_.. X 0' -8 W/2 = v PIPING EXCEEDING 20 PLF H �4 DIA. DIMENSION IS 4 FRAMING ANGLES BOLTS IN 2" 6" OR LESS L4x4xY4 SLOT HOLES IN „ OF ANGLES I BOTH LEGS I FTOP LUSH W/ TOP OF I THUS: O I I ! I BEAMS OR JOISTS) I NOTE: I L4x4xl/4x0'-5" x CONN. & CHANNEL (PLACE 1/4ABOVE I MUST CLEAR JOIST FRAMING ANGLES) \ BRG. SEAT TIGHT TO JOIST SIZE & LOC. OF I I s 2" OPNG. - VERIFYI I L2�6X2)6X�i6X 0'--4" SIZE & LOC. OF I 6 D ETA L AT EA, C4 LOCATION TYP. ERECTION CONN. AT ROOF JST. BRG. GRID PER S 1/ JI -�-}— — t STEEL JOIST STL. COLUMN W/- )/4" CAP I£ & 4-%4"O A325 BOLTS 2 SECTION GRID SEE PLAN 16 GA. METAL EDGE FORM SECTION PROVIDE BOLTED CONN. AT COLUMNS PER OSHA REQUIREMENTS R60F DECK STEEL BEAM W/%" STIFF. IT'S AV 2" R 1/4"X3" ERECT AFTER PLACEMENT OF ROOF DEAD LOAD ROOF JOIST BRG. AT INT. COLUMN CONT. #3 BAR FIELD WELDED TO STUDS SU TO —\/SUPPORT MESH COMPOSITE FLOOR SLAB STEEL BEAMS W/ STUDS STEEL COLUMN S6 GRID 15 S6 i TSE. SEE PLAN `i I II II II \ -r BRACE L4x4x%a I I ® 7'-6" 0. C. i I I BOT. OF ANGLE—_+_1 ELEV. 109'-0" S6 SECTION DETAIL COMPOSITE BEAM S SEE ELEVATION 1-67 < X 3"BAR 4NEL GIRT SEE ELEV. BRICK BEARING SKIDS, ROOF D �---MECH. UNIT-- � IIIA STL. JOIST/ PANEL POINT STL. BEAM (VERIFY W/ JST. SUPPLIER) NOTE: IF SKID LOCATION FALLS BETWEEN JOIST PANEL POINTS, WELD 2 ANGLES 1_1 hxl �6xY16 FROM SKID LOCATION TO BOT. CHORD PANEL POINT. DETAIL CONT. #3 BAR FIELD WELDED TO STUDS - AS REQ'D TO SUPPORT MESH ��2 EA. �6 2" END I ADD 2 ANGLES L1 �6x1 h41r, TYP. MECHANICAL UNIT SUPPORT 3�DECK GAP DRAPE MESH OVER #3 /BARS - PROVIDE Y4 " COVER OVER MESH COMPOSITE FLOOR SLAB STEEL BEAMS NOTE: CERAMIC INSULATOR TO BE REMOVED BY STEEL ERECTOR SECTION GRI D � 16 S6 TIDE. SEE PLAN l -77 I I I 1 I I I II ('_17 S6 it BOT. OF ANGLE 122'-4" SECTION W/1346"O X 2"SLOTTED HOLES & Y/4"O BOLTS - FINGER TIGHTEN & DAMAGE THREADS, \ TYP. O BRICK ANGLE t BRICK CONTROL JOI 18 DETAIL GRID COMPOSITE BEAM STEEL COLUMN CHANNEL GIRT Wp:, e>"b X 20$ SLOTTED HOLES 0 TYP (PIPING, MECH., ETC.) TO SIDE FRAMING SIDE JOISTS WITHIN 4" OF THE JOIST ANGLE MAY BE STIFF- ENER ANGLES AS SHOWN. OMITTED WHEN PIPING EXCEEDING 20 PLF OR DIMENSION IS 4 FRAMING ANGLES STRUCT. ENGINEER PRIOR 6" OR LESS L4x4xY4 � J c OF ANGLES I I FTOP LUSH W/ TOP OF I I 4 CLIP ANGLES BEAMS OR JOISTS) I I L4x4xl/4x0'-5" x O� (PLACE 1/4ABOVE I I FRAMING ANGLES) SEE PLAN FOR I TIGHT TO JOIST SIZE & LOC. OF I I TOP CHORD OPNG. - VERIFYI I END AN MAY SIZE & LOC. OF I I BE OMITTED WHEN OPNG. W/ MECH. O CI O O THE OPNG. IS & ARCH. PRIOR I I ADJACENT TO BM. TO FABRICATION JOIST TOP CHORD6 ----{TYP. SEE PLAN NOTE: CLIP ANGLES TO BE LOCATED OFF TOP CHORD PANEL POINTS OR PROVIDE 2 ANGLES L1 �"%1 )6"xY6 FROM BRG. POINT OF FRAME TO BOT. CHORD PANEL POINT OF JOIST - FIELD WELD IN PLACE. DETAIL GRID CHANNEL HANGER Y6"� WASHERS W/1)j r," HOLE - ALIGN GIRT & TACK WELD GIRT CONNECTION AT EXT. COLUMN DETAIL 0 GRID 1 & 4 ROOF OPENING SUPPORT FRAME ATTACH ALL CONCENTRATED LOADS (PIPING, MECH., ETC.) TO THE JOISTS WITHIN 4" OF THE JOIST PANEL POINT OR PROVIDE STIFF- ENER ANGLES AS SHOWN. FOR PIPING EXCEEDING 20 PLF OR EQUAL GROUPINGS NOTIFY THE STRUCT. ENGINEER PRIOR TO INSTALLATION.n � J ® CORNER FLOOR SPANDREL FRAMING ELEVATION GRID V-4' 1 7 1/2' 4' 4 1/2' L6X4X%(LLV 6 1 X 0'- 6 " W 1 L5x5x�6x1'-0" "� BOLT TACK ecu 3, W/2-�"Ox4"H.S.®9"O.C. WELD TO L &1 #4x2'-0" T SLAB �6 o, L4k3X I I ° 16 GA. EDGE X 0'-6" W/2- ' CLOSURE ANGLE Y4" DIA. BOLTS I I I o� • BEYOND IN 2" SLOTTE i HOLES IN BOTH LEGS O 0 I THUS: I I I I I I 2" lh L2JX2�XUi6 X 0'-4" �6 DETAIL TYP. AT EA. C4 LOCATION 14 TYP. ERECTION CONN. AT FLOOR DECK BRG. PIPES EXCEEDING 10 PLF PARALLEL TO JOISTS SHALL BE CENTERED BTWN. JOISTS & A SPREADER MEMBER INSTALLED. FOR PIPING EXCEEDING 20 PLF OR EQUIV. GROUPINGS NOTIFY THE STRUCT. ENGINEER PRIOR TO INSTALLATION. ROOF 4' DECK tt - I MAX. 2-L1 %ax1 Yaxy8 L� '-STEEL - JOIST 4'+ 1 4`__ PIPE OR OTHER/ -MAX: EQUIPMENT NOTE: DUCTWORK SHALL NOT BE HUNG FROM THE STEEL ROOF DECK WITHIN 6'-0" OF AN OPNG. DETAIL 13 GRID S6 4" 20 GA. TOP TRACK GRID ROOF BM. SEE PLAN 4" 20 GA, CWN STUD (DIETRICH) @ 16'_ D.C. _ ! -- - 18 C4 x 5.4 HANGER_ @ 6' D.C. MAX _ - i S6 COORDINATE -WITH JOIST SPACING 1'-0' +� 1,, 19 S6 GIRT-C10x15.3 W/ L6x4x% (LLH) ® CORNER I DETAIL ROOF SPANDREL FRAMING ELEVATION GRID 0 U � � N V)171 to Ln E 0 W I co N-) `18 Q— O v v� �i� cs' � J c � I N �- w a. 0 uD 46 C$ Ca x O� 0 U ,�,., .... C c o 3 ,a cr JE LD co L0 > -aC Cl_ m o WV_ N O CI O O N ® �cnM LO am %1k® 7 1/2' 4' 4 1/2' / _ a' � m L6X4X%(LLV) X 0'-6' W/1 L5x5x�i6x1'-0" .r a> "m BOLT TACK I 3, 3, iU W/2-36"Ox4"H.S.09"O.C. a) Z _ WELD TO L &1 #4x2' -O" 3 v LLJ T SLAB i I 0 0_ ��- -� m -1 CL ® U !/ 6 6 L4X3Xj I I 16 GA. EDGE z _ W/2- �a"DIA6 BOLTS I I � CLOSURE ANGLE \ BEYOND �� IN 2" SLOTTE I I I i HOLES INI - °' 0)BOTH LEGS 0 O I BRACE o x THUS: I '�.X :2 rr Y6 2„ �6 L-411_2�6X2y2XY16 X 0'-4" 15 D ETAI L TYP. AT EA. C4 LOCATION < S6 TYP. ERECTION CONN. AT FLOOR DECK BRG. ® �--- O..I,J vi e VW/ ANGLEz W ,Q Z z 8:2 UZ 0 0 �- W `jj 0 v a> -� eu 0- I hereby certify that this plan, specification or report was prepared by me or under gay direct supervision and that I am a duly o fiagistered Professional Engineer under the z laws oX-18a:t 0 of Minnesota. �a1►s Req. lYO. ��. Q) cn • DETAIL GIRT CONNECTION AT CORNER COLUMN OO C.I. V)171 to o E 0 W -= e 3 N `18 Q— O v v� �i� c a w'a � J �y� o (n t +' C 0 O C O L U Quu = 0 C N N C s,�? O� 0 U ,�,., .... C 3 7 1/2' 4' 4 1/2' / _ a' � m L6X4X%(LLV) X 0'-6' W/1 L5x5x�i6x1'-0" .r a> "m BOLT TACK I 3, 3, iU W/2-36"Ox4"H.S.09"O.C. a) Z _ WELD TO L &1 #4x2' -O" 3 v LLJ T SLAB i I 0 0_ ��- -� m -1 CL ® U !/ 6 6 L4X3Xj I I 16 GA. EDGE z _ W/2- �a"DIA6 BOLTS I I � CLOSURE ANGLE \ BEYOND �� IN 2" SLOTTE I I I i HOLES INI - °' 0)BOTH LEGS 0 O I BRACE o x THUS: I '�.X :2 rr Y6 2„ �6 L-411_2�6X2y2XY16 X 0'-4" 15 D ETAI L TYP. AT EA. C4 LOCATION < S6 TYP. ERECTION CONN. AT FLOOR DECK BRG. ® �--- O..I,J vi e VW/ ANGLEz W ,Q Z z 8:2 UZ 0 0 �- W `jj 0 v a> -� eu 0- I hereby certify that this plan, specification or report was prepared by me or under gay direct supervision and that I am a duly o fiagistered Professional Engineer under the z laws oX-18a:t 0 of Minnesota. �a1►s Req. lYO. ��. Q) cn • DETAIL GIRT CONNECTION AT CORNER COLUMN V)171 to � J � = n a 0 • - cta c0 NC114 r- > WV_ U0 r� C) 0 e 7 1/2' 4' 4 1/2' / _ a' � m L6X4X%(LLV) X 0'-6' W/1 L5x5x�i6x1'-0" .r a> "m BOLT TACK I 3, 3, iU W/2-36"Ox4"H.S.09"O.C. a) Z _ WELD TO L &1 #4x2' -O" 3 v LLJ T SLAB i I 0 0_ ��- -� m -1 CL ® U !/ 6 6 L4X3Xj I I 16 GA. EDGE z _ W/2- �a"DIA6 BOLTS I I � CLOSURE ANGLE \ BEYOND �� IN 2" SLOTTE I I I i HOLES INI - °' 0)BOTH LEGS 0 O I BRACE o x THUS: I '�.X :2 rr Y6 2„ �6 L-411_2�6X2y2XY16 X 0'-4" 15 D ETAI L TYP. AT EA. C4 LOCATION < S6 TYP. ERECTION CONN. AT FLOOR DECK BRG. ® �--- O..I,J vi e VW/ ANGLEz W ,Q Z z 8:2 UZ 0 0 �- W `jj 0 v a> -� eu 0- I hereby certify that this plan, specification or report was prepared by me or under gay direct supervision and that I am a duly o fiagistered Professional Engineer under the z laws oX-18a:t 0 of Minnesota. �a1►s Req. lYO. ��. Q) cn • DETAIL GIRT CONNECTION AT CORNER COLUMN o o a a cn Ln vi f GRID 2 ® GRID E ,J H 0 GRID 2 a ,`¢� � GRID �S_EE 2 ® GRID D A B 0 GRID 3 w o x 1 P ROOF DECK L2 x2 x% SEE PLAN ROOF BEAM ROOF BEAM T/SLAB I'd'�`�' a) I BTW. JOISTS & — 1 r — to � -� c -•-- c o , UNDER FLUTE ROOF DECK \ s7 SIM. s0 -( U �o (® SIM.) 14 co c � S7@ D 8 Q- DD o ® 12" o o c a� ---- STEEL BEAM STL. GIRDER NOT S7 '(5�25� S7 ll\ S7 �S�yO'� S7 -- SHOWN FOR CLARITY O r- o-;.cO a �FLOOR BEAM1 FLOOR BEAM � ERECTION BOLT "Z 4A CJ STEEL JOIST7� TS BRACE �\ W8 COL. STEEL BEAM 'I10 25 s 7 7 SIM. 2s„ 7" TYP S7 SS 57 / SS 1 DETAIL 2 DETAIL t DETAIL ArA f \ f S7 BRACE CONNECTION S7 DECK BRG. AT ROOF EDGE S7 JOIST BRG. C� ROOF EDGE exvkv e 3 DETAIL 4 DETAIL ERECTION BOLT S7 NOTE: BRACE AXIAL FORCES SHOWN BRACES ® GRIDS D & E S7 NOTE: BRACE AXIAL FORCES SHOWN BRACES ® GRIDS 2 & 3 TY P Vis, 4„ .r-- ARE WIND SERVICE LOAD. ARE WIND SERVICE LOAD. o ` 0 ,o Vi O E �.. „ .,.• Q 'C „ „ e 2,15E o W8 COL. -''� T/SLAB `�' 2 r S7 I � � '� • ERECTION BOLT ROOF DECK c, r , TS BRACE o 01. W8 COL. -- — — — — — — — — — — — — — — — — — — — — — — — — — — ___ � N �, w o T/SLAB I i to c N 40 --- --- — ----_VY- g, M I N . GUSSET R I - -- — — -- — o '; u . BASE � SEE ERECTIO BOLT I � STL. GIRDER NOT - ° T/FTG. SCHEDULE SHOWN FOR CLARITY - -------------- — ---- � ERECTION BOLT I I �' p p TS BRACE � %/ STL. BM. / \ � W18 TS BRACE w ----- NON -SHRINK GROUT STL. BM. o N 2' TYP. 71 r W8 COL. -'� �., 6„s„ 4 TY c i a 0 - �-a TY W8 COL. - cia cta D ETA L DETAIL HEAVY HEX NUT DETAIL DETAIL �6 4 DETAIL � _ N N 7 _ 8 9 10 > . . S7 BRACE CONNECTION S7S7 S7 BRACE CONNECTION S7 BRACE CONNECTION ' U-) �, CC Ca O O ' O GRlD R '/ax3x10” LG I BEAM SEE CONT. #3 BAR FIELD N L2hxhx%4 GRID L PLAN WELDED TO STUDS %s" 3" ROOF DECK R %ax3x14" LG M TYP. L2hx2hx/a L2hx2�xYa ( ROOF DECK --��- �s 3 BTW. JOISTS ROOF DECK UNDER FLUTE & SEE PLAN WELD BECK. TO ANGLE 06"O.C. mfS I I - I I � o ROOF BECK Ll Z c _c 0 = 3 = u W 1 100 I Vis„ 2" 0 12„ a n v COMPOSITE FLOOR SLAB I 0 0 �`� ___72-L4x3 'W/STITCH t '/a" BENT R W/h"D \ @ MID PT. x4" H. STUDS I I \ 2L4x3 (LLV) z O ® 2'-0" O.C.o I 3/8"q I W/2-3/ 0 A325 STEEL BEAM W16 BM. _ z SC BOLTS v c STIFFNER T s" 2" ® 12" STEEL BEAM Vi�, o,L rn STEEL BEAM STEEL JOIST STEEL JOIST O X U) M STL. BM. X CL p cm W8 COL. STEEL BEAM STL. COL. 11 SECTION 12 SECTION 13 SECTION 4 SECTION 15 SECTION S7 S7 � S7 S7 S7 � Q ® Li o It BEAM 0 W Q TYP. „ „ TYP. I COMPOSITE FLOOR SLAB V a "x4"x1'-4" LG 4" /a x4 x1'-4" LG is�� W z /4 �'s �/ „ FLOOR SLAB FLOOR SLAB 3/is 2" ,z Q 4" W z MTL. DECK M -77- z TYP j STEEL BEAM < a � L4x4 STIFFENER � � L5x3xs/isx7" LG(LLV) SEE W TYP. Y s„ 4"I.JJ TS6x4 I L5x3x5/isx5" LG(LLV) " a Ya „ 6„ o END 1/2"x7" 0 r 4 - %4" 0 A325 BOLT Q 1 SECTION1 SECTION 1 g SECTION g SECTION f hereby certify that thio plan, opocificatior, z or report was prepared by me or under my � S7 S7 S7 S77 direct tupersision and that I am a duly Registered Professional Engineer under the laws of the state of blinnesota. r LO ' ANIERICAN ® ENGINEERING TESTING, INC, 378'I� CONSULTANTS " GEOTECHNICAL • MATERIALS • ENVIRONMENTAL REPORT OF DENSITY TESTS PROJECT: MYCOGEN SEEDS BUILDING 1340 CORPORATE CENTER CURVE EAGAN, MINNESOTA AET JOB NO: 96-1840 REPORTED TO: ltd C OPUS CORPORATION 800 OPUS CENTER Sep 0 9900 BREN ROAD EAST .319 MINNETONKA, MN 55343 9g ATTN: RICH KAUFFMAN CC: OPUS CORP. (EAGAN OFFICE) DATE: AUGUST 30, 1996 ATTN: TED HRIK FIELD DENSITY TEST DATA Method: Sand Cone (ASTM D1556) _; Nuclear (ASTM D2922) X Note: Proctor values adjusted for variable gravel content; and accordingly, values shown on Proctor list are not necessarily the value used in calculating % compaction. Dry Moist. % Test Test Test Dens. Cont. Oversize Proc. Percent Specified No. Date Location Elev. pr:f % Material No. Compaction Minimum 10 8/22/96 8'S of Retaining Wall, West Side 11 8/22/96 5'S of Retaining Wall, East Side 909 119 14.0 12 907 1191h 13.6 12 2 96 95 2 96+h 95 LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS (PROCTOR) No. Soil Description 3 Clayey sand, brown (SC) Optimum Moisture % +.#4 Method Content% A 11.6 Max. Dry Density ocf 121.8 Procedure & Method: Standard (ASTM D698) X ; Modified (ASTM D1557) To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Reviewed By Michael P. McCarthy, PE" 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 612-659-1379 Duluth • Mankato . Rochester -Wausau q A`'IERICAN CONSULTANTS ENGINEERING • GEOTECHNICAL ® ENGINEERING • MATERIALS • TESTING, INC. ENVIRONMENTAL REPORT OF EXCAVA'T'ION OBSERVATIONS AND DENSITY TESTS Sep PROJECT: REPORTED TO: '� 1996 MYCOGEN SEEDS BUILDING 1340 CORPORATE CENTER DRIVE EAGAN, MINNESOTA AET JOB NO.: 96-1840 OPUS CORPORATION 800 OPUS CENTER 9900 BREN ROAD EAST MINNETONKA, MINNESOTA 55343 ATTN: MR. RICH KAUFFMAN CC: OPUS CORP. (EAGAN OFFICE) DATE: AUGUST 30, 1996 ATTN: MR. TED JIRIK INTRODUCTION This report presents the results of the soil observations and testing we performed for the referenced project. Our services were conducted on a part-time basis. The scope of our work was limited to the following: • Observing the soil conditions within the mass excavation bottom for the building. O Drilling shallow hand auger borings in the bottom of the observed excavation. • Evaluating the suitability of the exposed soils to support the fill and anticipated structural loadings. ® Performing soil compaction tests in the fill placed within the building area. e Summarizing the results of our services in a written report. Our work on this project was authorized on June 13, 1996, by Mr. Ted Jirik from Opus Corporation. 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 612-659-1379 Duluth . Mankato . Rochester -Wausau AET #96-1840 - Page 2 CONCLUSIONS Based on the results of our observations, hand auger borings, and our review of the available information, it is our judgment that the soils exposed in the mass excavation bottom for the building were suitable to support the fill and structural loads. The results of compaction tests taken in the fill placed in the building area met or exceeded the recommended compaction levels. The results of the compaction tests are attached. These conclusions are intended as a summary. Read the remainder of the report for specific information. DESIGN INFORMATION We understand or assume that the project under construction will be an office building. We further understand the building will: • Have two above -grade levels. • Have approximate overall dimensions of 90' by 240'. • Have an above -grade structural steel frame with bar joists and metal decking for the roof. • Be supported by spread footings designed for an allowable soil bearing pressure no greater than 3,000 pounds per square foot (psf). • Have a finished floor grade at elevation 905.0 for the first level. • Have bottom -of -footing grades at about elevation 901 for the perimeter footings and at about elevation 903 for the interior footings. • Have normal tolerance to settlement. • Be constructed in accordance with applicable building code requirements. AET #96-1840 - Page 3 Please note that deviations from the above design information could necessitate altering our conclusions and recommendations. Contact us if the information stated is different from the actual design. BACKGROUND INFORMATION Previously, a subsurface exploration program was performed at the referenced site by American Engineering Testing, Inc. The results were presented in our April 9, 1996, report (AET #96- 1375). Refer to that report for pertinent background information and for our recommendations to prepare the building area for structural support. EXCAVATION OBSERVATIONS We observed the soils in the mass excavation bottom for the building on June 13, 1996. We were not present at the site on a full-time basis. Our services consisted of one site visit, coordinated with Opus Corporation, which allowed us to observe the entire mass excavation bottom for the referenced building. Besides observing the soils exposed, we drilled shallow hand auger borings in the bottom of the excavation. The soils encountered were classified in general accordance with ASTM: D2488. Estimates were made of the strength properties of the soils based on their resistance to advancement of the hand auger. The soils exposed in the mass excavation bottom for the building consisted of naturally deposited coarse alluvial sands with gravel. These soils were judged to be loose to medium dense, and were similar to those soils described on the preliminary soil boring logs. Based on our observations and hand auger borings, we judged these soils suitable to support the fill and the anticipated structural loads. The bottom of the mass excavation terminated at grades of about elevation 8951/2 at the southeast building corner, about elevation 8971/2 at the northeast building AET #96-1840 - Page 4 elevation 900'/2 at the northwest building corner, and about elevation 901'/2 at the southwest building corner. The middle portion of the building was "cut" down to floor grade. Because the excavation bottom terminated below bottom -of -footing elevation, we recommended 1:1 oversizing of the excavation bottom and subsequent fill system be provided. Our judgments of the excavation oversizing were based on the offset staking and elevation grade stakes provided at the site by Opus Corporation. Based on the information provided, it appeared that sufficient 1:1 lateral oversizing was obtained around the bottom of the observed excavation. FILL COMPACTION TESTING From June 14 to August 2, 1996, we conducted nine density tests in the fill placed within the building area. The density tests were conducted on an intermittent trip basis. The field density tests were compared to the laboratory Standard Proctor maximum dry density (ASTM: D698) to arrive at a percent compaction level for each test. The results of the density tests, which are attached, indicate the recommended compaction level of 98% was achieved for the fill placed below the footings, and the recommended compaction level of 95% was achieved for the fill placed below the floor slab areas. We caution that these test results are only indicative of the fill at the locations and elevations tested. To protect the client, the public and American Engineering Testing, Inc., this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. AET #96-1840 - Page 5 Our services on this project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no warranty, either express or implied, is intended. SIGNATURES This Report was Prepared By: M. Kim un m Geotechnical Engineer Attachments: Report of Density Tests (Tests #1 to #9) Earthwork Quality Control Information Data Sheet This Report was Reviewed By: Michael P. McCarthy, PE Principal Engineer MN Reg. #16688 AMERICAN ® ENGINEERING TESTING, INC. CONSULTANTS ° GEOTECHNICAL ° MATERIALS • ENVIRONMENTAL REPORT OF DENSITY TESTS PROJECT: MYCOGEN SEEDS BUILDING 1340 CORPORATE CENTER CURVE EAGAN, MINNESOTA AET JOB NO: 96-1840 REPORTED TO: OPUS CORPORATION 800 OPUS CENTER 9900 BREN ROAD EAST MINNETONKA, MN 55343 ATTN: RICH KAUFFMAN CC: OPUS CORP. (EAGAN OFFICE) DATE: AUGUST 1, 1996 _ ATTN: TED fIRIK FIELD DENSITY ^TEST DATA Method: Sand Cone (ASTM D1556) _; Nuclear (ASTM D2922) X Note: Proctor values adjusted for variable gravel content; and accordingly, values shown on Proctor list are not necessarily the value used in calculating % compaction. LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS (PROCTOR) Opt. Moisture Max. Dry No. Soil Description +#4 Method Content% Density 12c 1 Sand with silt, mostly fine grained, brown (SP -SM) 0 A 13.3 117.5 Procedure & Method: Standard (ASTM D698) X ; Modified (ASTM D1557) To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Reviewed By Michael P. McCarthy, PE 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 612-659-1379 Duluth . Mankato -Rochester -Wausau Dry Moist. % Test Test Test Dens. Cont. Oversize Proc. Percent Specified No. Date Location Elev. pcf % Material No. Compaction Minimum 1 6/14/96 NW corner of bldg. 903 116'/z 5.9 0 1 99 98 2 6/14/96 40'S of NW corner of bldg. 903 117 4.9 0 1 991/2 98 3 6/14/96 NE corner of bldg. 900 116 5.0 0 1 981/ 98 4 6/14/96 25'S of NE corner of bldg. 902 1151/2 4.8 0 1 98 98 5 6/14/96 SE corner of bldg. 902 1161/2 5.1 0 1 99 98 LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS (PROCTOR) Opt. Moisture Max. Dry No. Soil Description +#4 Method Content% Density 12c 1 Sand with silt, mostly fine grained, brown (SP -SM) 0 A 13.3 117.5 Procedure & Method: Standard (ASTM D698) X ; Modified (ASTM D1557) To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Reviewed By Michael P. McCarthy, PE 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 612-659-1379 Duluth . Mankato -Rochester -Wausau '. AMERICAN S ENGINEERING TESTING, INC, REPORT OF DENSITY TESTS PROJECT: MYCOGEN SEEDS BUILDING 1340 CORPORATE CENTER CURVE EAGAN, MINNESOTA AET JOB NO: 96-1840 REPORTED TO: OPUS CORPORATION 800 OPUS CENTER 9900 BREN ROAD EAST MINNETONKA, MN 55343 ATTN: RICH KAUFFMAN CONSULTANTS ° GEOTECHNICAL • MATERIALS • ENVIRONMENTAL CC: OPUS CORP. (EAGAN OFFICE) DATE: AUGUST 9, 1996 ATTN: TED JIRIK FIELD DENSITY TEST DATA Method: Sand Cone (ASTM D1556) _; Nuclear (ASTM D2922) X Note: Proctor values adjusted for variable gravel content; and accordingly, values shown on Proctor list are not necessarily the value used in calculating % compaction. Dry Moist. % Test Test Test Dens. Cont. Oversize Proc. Percent Specified No. Date Location Elev. Dcf_ % Material No. Compaction Minimum 6 8/1/96 Grid E.5-1.7 (plumbing 904 114 4.3 10 2 96 95 trench backfill) 7 8/1/96 Grid C.5-1.7 (plumbing 904 1171h 3.2 10 2 99 95 trench backfill) 8 8/2/96 Grid A.5-2.5 (floor slab 904 118'/2 4.3 10 2 100 95 fill) 9 8/2/96 Grid C-2.5 (floor slab 904 115'/2 3.9 10 2 971/2 95 fill) LABORATORY MOISTURE -DENSITY RELATIONS OF SOILS (PROCTOR) Opt. Moisture Max. Dry NO-- Soil Description %+ 4 Method Content% DensityVcf 2 Sand with gravel, fine to medium grained, brown (SP) 10 B 12.0 118.6 Procedure & Method: Standard (ASTM D698) X ; _Modified (ASTM D1557) To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the411* essee s own use. No representations are made to parties other than the addressee. ZZ P ,Z, Reviewed By Michael P. McCarthy, PE 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 612-659-1379 Duluth • Mankato . Rochester • Wausau EARTHWORK QUALITY CONTROL INFORMATION EXCAVATION BASE EVALUATION Judgments of supporting soils are based on soils exposed, and on local samples of soils retrieved by hand augering and probing. Because conditions in the subsurface are hidden, it is not possible to fully characterize the subsurface conditions. Therefore, the client must accept that our judgments are limited to those soils which are directly observable to us. As soil conditions may be variable at depth, it is best that excavation base observation be aided by deeper exploratory test borings (usually done prior to construction). Although these deeper borings may not totally reveal what is in the subsurface, they greatly reduce the risk of deeper poor soils going undetected. The presence of ground water within the excavation can also limit the supporting soil evaluation process. Also, if standing ground water is present, there is a risk to the client that compressible soils may noc be observed and remain beneath the water during excavation. The compressfole materials can become trapped beneath or within the subsequently placed fill. FII:LING Structural fill placement is commonly monitored by performing local compaction tests, which entails comparing a field density test to a laboratory Proctor test to arrive at a percent compaction. Density tests of fill only provide the compaction level of the fill at the location and elevation of the test. As many factors control compaction, such as fill lift thickness, moisture content, material type and compactive effort, compaction variation within fill can exist which may not be represented by the tests. Density (compaction) tests are considered representative when used in a conscientious program of controlled nil placement, where the factors influencing compaction are closely monitored. Conclusions about fill suitability to support structural loadings from the results of a limited number of compaction tests includes increased risk, unless the individual drawing the conclusions has compiere '.zrfowiedge of the afore -mentioned variables during placement. For this reason, part-time testing on a "trip" basis includes more risk to the client than "full-time" monitoring/testing. OVERSIZING Structural elements also exert loadings laterally; and because of this, the excavation and subsequent fill system needs to be oversized to accommodate these loadings. The extent of lateral oversizing is normally associated with the movement sensitivity of the structure and the strength/compressibility properties of the soils remaining along she excavation sidewalls. Oversizing on the order of 1 (horizontal):I (vertical) is typically provided for foundations in "normal" conditions. However, oversizing on the order of I I/z:I or more is usually needed in highly compressible situations such as swamp deposits. AET does noc practice in the field of surveying and must rely on location and elevation staking of proposed construction by the client or their representative. Our measurements in the field are made in relation to those stakes or other location and elevation information provided to us. The reliability of AET's opinions, conclusions and recommendations based on those measurements is dependent on the accuracy of the staking or information provided by the client or their representative. FREEZINGWEA'T'HER Soils which are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their full original strength and density. The extent of heave and densiry/strengrh loss depends on the soil type and moisture condition; and is usually more pronounced in finer Ted soils, and partic-aiarly silty soils. Foundations, slabs, and other improvements affected by such frost movements should be protected from frost intrusion during freezing weather. If filling takes place during freezing weather, all frozen soils, snow and ice should be stripped from all areas to be filled prior to new fill placement; and the new fill should not be allowed to freeze during or after placement. For this .reason, it is usually more beneficial to perform excavate/refill operations during freezing weather in smaller plan areas where grade can be attained quickly rather than working larger areas where a large amount of frost stripping may be needed. STRUCTURAL SUPPORT ON UNCONTROLLED FILL Risks are associated with supporting structures on fill which has noc been placed in a controlled and well documented manner. Even where existing fill appears to be well compacted (including when soil borings have been performed), hidden poorer or looser soils can potentially exist below or within the fill, or previous excavation and extension of the compacted fill may not have been provided with sufficient oversize in all directions to accommodate the new lateral loadings. Risks can be reduced by means of increasing the amount of testing and observations. 02FLDO14(4/96) AitiIERICAN ENGINEERING TESTING, INC. Y{ A�IERICAN CONSULTANTS A 1 p ° GEOTECHNICAL ® ENGINEERING ° MATERIALS TESTING, INC, ° ENVIRONMENTAL REPORT OF WELDED AND BOLTED CONNECTION OBSERVATIONS PROJECT: MYCOGEN SEEDS BLD. 1340 CORPORATE CENTER CURVE EAGAN, MN AET JOB NO: 96-1840 DATE: August 15, 1996 REPORTED TO: OPUS CORPORATION 800 OPUS CENTER 9900 BREN RD. EAST MINNETONKA, MN. 55343 J9�6 ATTN: RICH KAUFFMAN Date of Observations: July 31 thru August 14 1996. Reference Documents: Drawings available on site. AWS D1.1 and D1.3 Structural Welding Code. AISC Specification for structural joints using ASTM A325 or A490 Bolts. Personnel: James R. Connor, SNT-TC-lA Level II, AWS CWI. Scope of Work: Visually observe field welding of structural steel and bar joists. Visually observe roof deck welding and fasteners. Visually observe high strength bolted connections for ply contact. Equipment Used: Hammer, Brush, Light. Test Methods: Visual weld observations were performed in accordance with the requirements of Section 6 of the Structural Welding Code (Steel), or Section 7 of the Structural Welding Code (Sheet Steel). Individual welds were judged for quality, size and length. The high-strength bolted connections were observed for intimate contact of all plies and that a washer was installed behind or under the nut. The bolts 'AN AFFIRMATIVE ACTION EMPLOYER' 2102 University Ave. W. . St. Paul, MN 55114 . 612-659-9001 . Fax 612-659-1379 Duluth • Mankato -Rochester -Wausau AET #96-653 - Page 2 used were of the alternative design intended to indicate a predetermined tension or torque. Within the specified scope, all bolts were observed to ensure the tension indicators were fractured as required by the referenced codes and the project specification. Results: Upon final observations, field welding of structural steel and bar joist connections satisfy requirements of above referenced code and project specifications. Deck welding and mechanical fasteners satisfy above reference code and project specifications. Visual observations of bolted connections indicate washers are installed and all plies are in intimate contact. Remarks: Our work was authorized by Rich Kauffman of Opus Corporation. { Report Prepared By: !� ameYsR�-. C o n nXo NDT Technician Report Reviewed By: Mark Sandvig NDT Manager F-iYE>F?AUL- Z G Con, LCUI_AT I ONS for MYCOGEN SEEDS EAGAN MINN REMOTE AREA A 2ND FLOOR DATE -- 8/1/96 DESIGN DATA -- OCCUPANCY CLASSIFICATION LIGHT DENSITY .1 GPM/SQ. FT. AREA OF APPLICATION 1500 SQ. FT. COVERAGE PER SPRINKLER 18X18 SQ. FT. NO. OF SPRINKLERS CALCULATED 11 SPKR. K -FACTOR 11.4 TEMP. 165 TOTAL WATER REQUIRED 427.69 GPM INCLUDING HOSE STREAMS. NAME OF CONTRACTOR - NATIONAL AUTOMATIC SPRINKLER NAME OF DESIGNER - DB AUTHORITY HAVING JURISDICTION - CITY °tL\ 304 / f • S a33� S`��ea'O')�� ------------------- Q=21.00 Loss/W= ------------------------------------------------- 0.1011 Egg=O 5.00 PF=10.67 DROP KF FitPs= Total=- 6.00 PT=14.73 *** K=5.471 *** C=120 Q=33.00 Loss/ttr.= 0.256 ETT=1 Fitte_ 7.00 PT= 2.56 C=120 Tota- =10.00 PT=10.94 *** K=9.976 *** Q=20.00 Loss/W= 0.101 ETM 7.00 PF=11.01 Fitte, PT=13.77 *** K=5.389 *** C=120 __-�-Tota=10.00 Q=33.00 D oss/W 0 E tte 5 00 PT= 8.38 81 = .256 11=0 Fi = Tota= 7.00 .79 PT=10.17 *** K=10.346 *** C=120 K= 5.60 Diame er= 1.104 T =1 Pipe= 9.00 PT=12.76 Loss/ t.= 0.101 ETM Tota=16.00 PT =14.38 *** K=5.274 *** C=20.00 C=120 MYCOGEN SEEDS REMOTE AREA A 2ND FLOOR .1/1500 ELO-16 18X18 --- OUTLET TABLE --- OUTLET # K -FACTOR PRESSURE FLOW ELEV. FEET) MIN. FLOW 1 11.400 14.735 43.76 27. 0 33.00 2 5.471 14.730 21.00 27.00 21.00 3 5.471 14.868 21.10 27.00 21.00 4 5.471 15.421 21.48 27.00 21.00 5 6 10.346 9.976 11.315 10.987 34.80 33.07 27.00 27.00 33.00 33.00 7 8 9.976 5.274 10.989 17.533 33.07 22.08 27.00 27.00 33.00 20.00 9 10 9.976 9.976 11.558 17.034 33.92 41.17 27.00 27.00 33.00 33.00 11 5.389 17.037 22.24 27.00 20.00 MYCOGEN SEEDS REMOTE AREA A 2ND FLOOR .1/1500 ELO-16 18X18 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL 4.319 FEET/SECOND 6.6 1 2 1.687 1.687 72.00 12.00 45.96 18.79 120 120 0.0600 0.0115 0.138 2.7 3 4 1.687 1.687 12.00 108.00 39.89 61.37 120 120 0.0462 0.1024 0.554 11.061 5.7 8.8 5 6 1.687 1.687 68.00 11.00 66.29 -31.49 120 120 0.1181 -0.0298 8.031 -0.328 9.5 4.5 7 8 1.687 1.687 14.00 123.00 1.58 45.85 120 120 0.0001 0.0597 0.002 7.343 0.2 6.6 9 10 1.687 1.687 16.00 108.00 34.65 68.57 120 120 0.0356 0.1257 0.569 13.578 5.0 9.8 11 12 1.687 1.687 84.00 27.00 39.66 1.52 120 120 0.0457 0.0001 3.835 0.003 5.7 0.2 13 14 1.687 1.687 28.00 247.00 23.76 14.88 120 120 0.0177 0.0074 0.496 1.839 3.4 2.1 15 16 1.687 1.687 165.00 165.00 -3.17 -2.95 120 120 -0.0004 -0.0004 -0.070 -0.062 0.5 0.4 17 18 1.687 1.687 86.00 247.00 -6.12 -4.23 120 120 -0.0014 -0.0007 -0.124 -0.179 0.9 0.6 19 20 2.154 2.154 16.00 16.00 45.96 112.25 120 120 0.0182 0.0952 0.292 1.16 4.0 9.9 21 22 2.154 2.154 13.00 15.00 151.91 137.03 120 120 0.1666 0.1377 2.166 2.065 13.4 12.1 23 24 2.154 2.154 18.00 18.00 -10.35 -4.23 120 120 -0.0012 -0.0002 -0.021 -0.004 0.9 0.4 25 26 2.154 2.154 18.00 18.00 61.37 118.94 120 120 0.0312 0.1060 0.561 1.907 5.4 10.5 27 28 2.154 2.154 12.00 14.00 50.38 4.53 120 120 0.0216 0.0003 0.259 0.004 4.4 0.4 29 30 2.154 2.154 9.00 15.00 -10.35 -7.18 120 120 -0.0012 -0.0006 -0.010 -0.009 0.9 0.6 31 32 2.154 1.452 11.00 12.00 -4.23 -2.20 120 120 -0.0002 -0.0005 -0.002 -0.005 0.4 0.4 33 34 2.731 2.731 37.00 25.00. 180.32 147.38 120 120 0.0720 0.0496 2.665 1.240 9.9 8.1 35 36 2.731 1.687 26.00 70.00 147.38 15.71 120 120 0.0496 0.0082 1.289 0.576 8.1 2.3 37 38 1.687 1.687 70.00 70.00 16.30 18.81 120 120 0.0088 0.0115 0.617 0.804 2.3 2.7 39 40 1.687 1.687 116.00 116.00 11.66 11.95 120 120 0.0047 0.0050 0.550 0.576 1.7 1.7 41 42 1.687 1.687 116.00 116.00 12.93 14.27 120 120 0.0057 0.0069 0.666 0.800 1.9 2.0 43 44 1.687 1.687 232.00 232.00 21.64 19.28 120 120 0.0149 0.0120 3.453 2.790 3.1 2.8 45 46 1.687 1.687 232.00 232.00 18.13 18.20 120 120 0.0107 0.0108 2.490 2.507 2.6 2.6 47 48 1.687 2.154 232.00 8.00 19.31 15.71 120 120 0.0121 0.0025 2.799 0.020 2.8 1.4 49 50 2.154 2.154 10.00 70.00 32.01 50.81 120 120 0.0093 0.0220 0.093 1.538 2.8 4.5 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LUSS/FOOT LOSS/TOTAL FEET/SECOND 3.2 51 52 2.154 2.154 10.00 9.00 36.54 23.61 120 120 0.0119 0.0053 0.119 0.048 2.1 53 54 2.154 2154 9.00 8.00 11.66 15.71 120 120 0.0014 0.0025 0.013 0.020 1.0 1.4 55 56 2..154 2.154 10.00 13.00 32.01 50.81 120 120 0.0093 0.0220 0.093 0.286 2.8 4.5 57 58 2.154 2.154 16.00 15.00 74.93 55.64 120 120 0.0451 0.0260 0.721 0.390 6.6 4.9 59 60 2.154 2.154 7.00 13.00 37.51 19.31 120 120 0.0125 0.0037 0.088 0.048 3.3 1.7 61 62 2.154 2.154 9.00 8.00 11.66 23.61 120 120 0.0014 0.0053 0.013 0.043 1.0 2.1 63 64 3.356 3.356 10.00 10.00 36.54 50.81 120 120 0.0014 0.0025 0.014 0.025 1.3 1.8 65 66 3.356 3.356 12.00 12.00 72.45 91.73 120 120 0.0049 0.0076 0.059 0.091 2.6 3.3 67 68 3.356 3.356 10.00 9.00 109.86 128.06 120 120 0.0106 0.0140 0.106 0.126 4.0 4.6 69 70 3.356 2.731 3.00 45.00 308.38 180.32 120 120 0.0712 0.0720 0.214 3.241 11.2 9.9 71 72 2.731 3.356 30.00 56.00 147.38 327.69 120 120 0.0496 0.0797 1.488 4.464 8.1 11.9 73 74 4260 8..104 70.00 221.00 327.69 327.69 120 140 0.0249 0.0008 1.746 0.181 7.4 2.0 75 76 8.104 8.104 192.00 1.00 427.69 427.69 140 140 0.0013 0.0013 0.257 0.001 2.7 2.7 WATER, 6.2 i t. by Fire Sprinkler Consultants (913)722 -FIRE Copyright �1 1979-91 b Lin McCool MYCOGENeSEEDSRREMOTTEEAREANAD2NDGFLOORV.1E1500AELOai6M18X18ota --- ROUTE NO. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE Q -TOTAL LOSS/FT C -FACT E LT FITTS TOTAL PE PF PE PO -NOTES--- OUTLET 1 43.76 1.452 -0.00 0 0 12.0 00.00 26.45 -11.72 K=11.4 PIPE 32 -2.20 120 0 12.0 -0.01 14.74 -------------------------------------------------------------------- OUTLET 2 21.00 1.687 0.01 0 0 12.0 0 26.45 0.00 -11.72 K=5.471 PIPE 2 18.79 120 0 12.0 0.14 14.73 OUTLET 3 21.10 1.687 0.05 0 0 12.0 0 26.59 0.00 -11.72 K=5.471 PIPE 3 39.89 120 0 12.0 0.55 14.87 OUTLET 4 21.48 1.687 0.10 1 0 100.0 8 27.14 0.00 -11.72 K=5.471 PIPE 4 61.37 120 0__108.0 11.06 15.42 REF 901 0.00 2.154 1 8.0 38.20 0.031 0 10 0.00 PIPE 25 61.37 120 0 18.0 0.56 REF 908 118.94 2.731 0 25.0 38.76 0.072 2 12 0.00 PIPE 33 180.32 120 0 37.0 2.66 REF 950 0.00 2.731 1 21.0 41.43 0.072 2 24 0.00 PIPE 70 180.32 120 0 45.0 3.24 REF 951 128.06 3.356 0 3.0 44.67 0.071 0 0 0.00 PIPE 69 308.38 120 0 3.0 0.21 REF 952 19.31 3.356 0 40.0 44.88 0.080 2 16 0.00 PIPE 72 327.69 120 0 56.0 4.46 REF 953 0.00 4.260 1 10.0 49.34 0.025 0 60 0.00 PIPE 73 327.69 120 0 70.0 1.75 REF 954 0.00 8.104 1 150.0. 51.09 0.001 1 71 0.00 PIPE 74 327.69 140 0 221.0 0.18 --------------------------------------------------------------------------- REF 955 100.00 8.104 1 145.0 51.27 +�ko � 0.001 0 47 0.00 PIPE 75 427.69 140 0 192.0 0.26 REF 956 0.00 8.104 0 1.0 51.53 0.001 0 0 0.00 PIPE 76 427.69 140 0 1.0 0.00 51 .53 4) 6' -CV -,q �n a • Supply MYCOGEN SEEDS REMOTE AREA A 2ND FLOOR .1/1500 ELO-16 18X18 --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE Q -TOTAL LOSS/FT C -FACT E LT FITTS TOTAL ------ PE PF ------- PE PO ----------- NOTES OUTLET 5 34.80 1.687 -0.03 -203 0 11.0 23.03 K=10.346 -31.49 0 11.0 -0.33 11.32 OUTLET 6 33.07 1.687 0.00 0 0 14.0 0 22.71 0.00 -11.72 K=9.976 PIPE 7 1.58 120 0 14.0 0.00 10.99 OUTLET 7 33.07 1.687 0.04 0 0 16.0 0 22.71 0.00 -11.72 K=9.976 PIPE 9 34.65 120 0 16.0 0.57 10.99 OUTLET 9 33.92 1.687 0.13 1 0 100.0 8 23.28 0.00 -11.72 K=9.976 PIPE 10 68.57 120 0 108.0 13.58 11.56 REF 902 50.38 1 30.00 0.154 10.0 PIPE 26 118.94 120 0 18.0 1.91 REF. 908 38.76 MYCOGEN SEEDS REMOTE AREA A 2ND FLOOR .1/1500 ELO-16 18X18 --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE Q -TOTAL LOSS/FT C -FACT E LT FITTS TOTAL PE PFPO------__-_-NOTES---- --------_-- PE ---------------------------------------- OUTLET 10 K=9.976 41.17 1.687 0.00 1 0 19.0 8 28.75 0.00 -11.72 PIPE 12 1.52 120 0 27.0 0.00 17.03 OUTLET 11 22.24 1.687 0.02 1 1 16.0 12 28.76 0.00 -11.72 K=5.389 PIPE 13 23.76 120 0 28.0 0.50 17.04 OUTLET 8 22.08 1.687 0.06 1 0 115.0 8 29.25 0.00 -11.72 K=5.274 PIPE 8 45.85 120 0 123.0 7.34 17.53 REF 903 4.53 2.154 0 12.0 36.59 0.022 0 0 0.00 PIPE 27 50.38 120 0 12.0 0.26 REF 902 36.85 MYCOGEN SEEDS REMOTE AREA A 2ND FLOOR .1/1500 ELO-16 18X18 --- ROUTE NO. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE Q -TOTAL LOSS/FT C -FACT E LT FITTS TOTAL PE PF ------- PE TES PO ------_----NO---- OUTLET 1 43.76 1.687 1 64.0 26.45 _ PIPE.4 1 45.96 12006 0 72.0 4.03 14.74 REF 301 0.00 0 10 .0 30 0 .018 .00 PIPE 19 45.96 120 0 16.0 0.29 REF 302 66.29 2.154 0 16.0 31.06 0.095 0 0 0.00 PIPE 20 112.25 120 0 16.0 1.52 REF 303 39.66 0 10 0 30.00 0.167 PIPE 21 151.91 120 0 13.0 2.17 REF 304 -14.88 0 0 30.00 0.138 10 PIPE 22 137.03 120 0 15.0 2.07 REF 307 10.35 2.731 0 13.0 36.82 0.050 2 12 0.00 PIPE 34 147.38 120 0 25.0 1.24 REF 309 0.00 2.731 0 14.0 38.06 0.050 2 12 0.00 PIPE 35 147.38 120 0.--26.0 1.29 REF 350 0.00 2.731 1 18.0 39.35 0.050 0 12 0.00 PIPE 71 147.38 120 0 30.0 1.49 REF 351 -72.45 0 16.0 40.00 0.045 PIPE 57 74.93 120 0 16.0 0.72 REF 352 -19.28 2.154 0 15.0 41.56 0.026 0 0 0.00 PIPE 58 55.64 120 0 15.0 0.39 REF 353 -18.13 0 0.0 40.00 0.013 PIPE 59 37.51 120 0 7.0 0.09 REF 354 -18.20 2.154 0 13.0 42.03 0.004 0 0 0.00 PIPE 60 19.31 120 0 13.0 0.05 REF 355 0.00 2 200.0 432 0.00 0.082 PIPE 47 19.31 120 0 232.0 2.80 REF 952 44.88