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Albertville Crossing (1) BIG PLANSLL A P A: 12" MAX. 5: 42" MIN. G:33"-36" 16" E: F: II"-13" z z Q d 6" MAX D W.C) 8" MIN. (TOE CLEARANCE) WC.) (KNEE CLEARANCE) 11" MIN, A: 59" MIN. 5: 56" MIN. G: 54" MIN D: 48" MIN E: 36" MIN F: 32" MIN G: IS" MAX N: 12" MAX I: 6" MAX J: 4" MAX STANDARD ADA FIXTURE MOUNTING NEIGHT5 (1) LAYER TYPE 'X' 5%a" CxYP. 5D. EA. SIDE i I i 35/a" MTL. STUD I6 " O.G. I NOTE: ALL PARTITIONS TO DECK 21/2" TO (t OF STUD 4 1 /3" PARTITION TYPE NOTE: PLUMBING FIXTURES BY nu" OU.NER (,4DA AC SEE 3/AI GYP. BD. SOFFIT W/ 35/8" 5%. 5TUC -a 8'-0" AFF. - TI EXIST. STRUCTUF (t OF EXIST. COL IJTILDING D A "I"A BUILDING TYPE: III--iN OCCUPANCY: M MERCANTILE TOTAL SQUARE FOOlMAGE: 1,324 S.F. FLOOR PLAN Al SCALE: '/4" : 1'-0" SUSPENDED GLG. GYP. 5OFFIT — 0 NTERIOR ELEVATION NOTE: VERIFY LIGHTING W/ TENAN T TYP, P.LAM MERCHANDI5ING SHELVING- BY TENANT (NOT PART OF CONSTRUCTION PACKAGE) GYP. BD. SOFFIT W/ 35i5" STL. STUD FRAMING e 8'-0" AFF. - TIE TO EXIST. STRUCTURE ABOVE 2'-6" WIDE PLAM COUNTER TOP � OF EXIST. COLUMN WOOD GRILL TO MATCH TRANSOMS 0 ENTRY STOREFRONT SEE EL EV. TYP, P.LAM MERCHANDISING SHELVING- BY TENANT NOT PART OF CONSTRUCTION PACKAGE) P.LAM COUNTER TOP W/ 6'-0 RADIUS f 00Z 5 'O d3S, T T \4Z NOTE: EXIST. CONSTRUCTION SHOWN SHADED BP-LVI 0 OPEN OPEN OPEN AI SCALE: '14" = I'-0" MNTG-HT5 Al SCALE: 0/2" : I'-0" P-I AI SCALE: '14" : I'-0" BP-LVI -- GYP. BD, SOFFIT RADIUS -- SIGNAGE WOOD GRILL TO MATCH TRANSOMS -a ENTRY STOREFRONT \ SEE ELEV. `— GYP. BD. SOFFIT --- P L AM COUNTER TOP --- TYP. P.LAM MERCHANDISING SHELVING BY TENANT (NOT PART OF CONSTRUCTION PACKAGE) 331 Second Ave. No. Suite200 Minneapolis NIN 55401 :1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA DATE. 9/4/03 REGISTRATION NO: 22603 X I SPECIALTY FASHIONS ALBERTVILLE CROSSING ALBERTVILLE, MN q C7�Sj a I I I i EMPLAN AND OR ELEVATIONS DATE : 9/4/03 REVISIONS NO. DATE INFORMATION Al JOB NUMBER 2333 IF FORM "DOME" OF EXPOSED GONG. CAP T-6" LONG X 6" I.D. STEEL PIPE FILLED WITH CONCRETE PAINT PIPE OSHA YELLOW FORM "WASH" AT EXPOSED CONCRETE SURFACE PAYING OR GRADE LINE BLUE BACKGROUND WITH WHITE LETTERING - TYP. FACE MOUNTED ALUM. SIGN PAINTED METAL "U" CHANNEL DRIVEN 30" INTO GROUND (ONE SIDED) 18" TUBE FORM II " MIN. OF CONC. COVER r3l" SIGN DETAIL �111/29 =1'-02 2 BOLLARD DETAIL At1 1/2 1-0 SIDEWALK SIDE GI />1II 1 11 I II 0 s 1 e DRIVE/SIDE PARKING EXP. MATL- ! X 1 0- 4 O � N y�c +. SLOPED CTONCRETE \ EXPOSED, /AGGREGATE COATED WV EPDXY BONDING AGENT COIMPLY W/ CITY REQ'TS. CONC. CURB AND GUTTER 00-� CURB CUT PLAN At1 1/4' =1'-0' FACEBRICK W/ POURED CONC. PIER COLORED PRECAST CAP N -_ PAROW LOPDM ' ZCNE� WHITE BACKGROUND W/ ;RED LETTERS 0 'FAINTED METAL "U" 1 ��=30" (CHANNEL DRIVEN `r INTO GROUND (ONE SIDED) I ! K 4 SIGN DETAIL All 1/21,_0, � PYLON SIGN PLAN_ AU 12' ' 11-09 Il_/ II (ONE SIDED) SIGN DETAIL_ �1-11/29 =1'-09 RED BAGKGROUNO' LEER :)iRCS ICE PAINTED METAL "U" CHANNEL DRIVEN 30" INTO GROUND e^ OMMITED REV #1 At1,% 1I =1'-09 SITE DATA ZONING - B-2 LOT - (18k51.9 SF.) PARKING SETBACK FRONT - 10'-0" SIDE - 10'-0" REAR - 10'-0" BUILDING SETBACK FRONT - 35'-0" SIDE - 10'-0" REAR - 20'-0" PARKING STALL SIZE 9'-0" X 20'-011 DRIVE AISLES - 24-0' MIN. PARKING REQUIREMENTS BUILDING 'C' - 1,112b S.F. RETAIL 1,112.6 GROSS BUILDING S.F. 11126 SF. - MINUS 10% 6,40134 NET BUILDING SF. / 200 = 33 PARKING STALL tPARKING LOT DINEN51ON�, SIDEWALK DINEN510N 1211 2" (oil TOTAL PARKING REQUIRED ON LOT - 33 STALLS 14 COLORED PRECAST I/2 EXP. MATERIAL A1.1 TOTAL PARKING PROVIDED ON LOT - 41 STALLS CAP, OVER RUBBER )TE : IN AREAS WHERE PAVING : ; - MEMBRANE, ACCESSIBLE STALLS REQUIRED 2 GONC. WALK OVER DOWELED TO PIERS = \ -OPES AWAY FROM CURB 311R COMPACTED SAND BASE �' ``'" T`'`"=` ' �' ACCESSIBLE STALLS PROVIDED = 2 �D GUTTER, SLOPE SHALL BE SOLDIER COURSE #2 (INCLUDING 2 VAN ACCESSIBLE) IA V/FOOT - SEE GRADING PLAN Q N I' 111- - d = Q d 3 4 � � SLOPE 3/4" a ° ° Q 7- 711 1 / _---------- ------------- --- - ° SIGNAGEBYOTHERS. VERIFY ° d Q °° d: Q r ° ° , SIGN SUPP�UPPLIE 41REMENTS WITH ad n _I , 1 V — _ 111= ° FACE BRICK I -------------------------- I - _ COMPACTED BASE t° / 1 1 I-11-III I _ - I SEE- _ d X S POURED CONC. P ER 8 P RE -1 I EI I la 11=1 I I=1 I -1 I I=1 I ICI =1 11= I=1 I I- STRUCT. FOR REINFORCING REQ'S. !! I III=1 I I=11[El 10 I I=1 111-1 I I=III- I —I su>✓GRADE —III—III—III—I d, d a CONC CURB DETAIL " ,l_4.11 ' d All Ail _ 1 * " 1 4" II 1 8 4 1 10 -0 411 112 all. all AYll III 1 76 II ° PARKING LOT DIM. 1211 j. 2" Ell ° RUBBER MEMBRANE E ROPE WICKS i d 13 12II O.G. (;TfiYP. EACH PIER( _ FINAL GRADE - AM - SEE LANDSCAPE FLA NOTE IN AREAS WHERE PA ING77777773II R s - SLOPES AWAY FROM CURB n �r ao a Q r4< d 1 AND GUTTER, SLOPE SHALL BE I _ °d °d ° Q° Q ° °1/4"/FOOT SEE GRADING P AN ==d ° Q d d Ad 4I1/2pR _D — -- -III 1 n ° ° -SLOPE 3/ — — ° d — 4 —I i I—III-1 I II I Q ° 14y-a" I1I1I—III I In •d � O d ° ° ° Q� O d d QI I I_I °� "° d Q° Q 1 111—I I 1- 11R 311R O d � d° d I Ii' IPOURED CONCRET E FOUNDATIONi/2EE1 I —1—IQ d d O Q SEE STRUCTURAL d ; 11=I I 1=1 1 Q dQQ Q4 ° Q I Q d d ° d d Q ° d ° d — d ° .c` d Q ° o O —I d O 0 0 0 0 0 0 0 — _ n ° —III—I I I— d a o I=III=1 I=1 I d d ° ° d ° u — ° d Q d ° d Q ° Q ° 0 0 0 0 — COMPACTED BAS d O I E � d ° 1 Q d . O ° i l III —I I —�• _— _ — I —- ° ' I►-1 I I —I 11—I I I 1 I I —III —III —I I �I ;I I=11 I —I I —III SUBGRADE ° Q d ° Q 7,6 -111-1 11-1 11-1 I l -111-1 I I- �- — — — — II III —III —I I I� I I- -II COLORED PREC AST SIGN 9CONC CURS DETAIL PYLON SECTION GA P * r- 11 - SOLDIER _ t1 At1 A 12 1 0 11/2 1 0 COURSE F5-2 - - - PARKING DIM 811 5l_A11 - BRICK - FB-I TENANT e 1211 , --- RETURN SLOPE BEYOND 4" 'THICK CONCRETE WALK SIGNAGE BANDS BY - - - - - - - - - -- - 1/211 EXPANSION MATERIAL 1:10 MAXIMUM OVER COMPACTED SAND) [BASE OTHERS - ELECT. TENANT b. CONTRACTOR IS TO PROVIDE REQUIRED SLOPS ° ' ELECTRICAL SERVICE = cO = e d �a TENANT e 1:12 MAX. d � . : I Q' .' �' , , , . SEE SECTION _� Q d N CV SLOPE 3/4" a 8 a ° 9/Al2 - d — — — — — — — — — O ° Q Q ' e - a.. O a . a ...j:1 TEN .. ANT 1 I I d ... .. N R O v " n 1 11 1 11 — I 11 — b� a ,lYl2�R.. • . .. 1 Q -III-III III-111 -III—III—III —i ! I —III- NOTE: SLOPED AREAS TO BE I=.II I I BROOM FINISH PERPENDICULAR - l— — — 11\ �-TO WALK COMP I=III- SUBGRADE III —III (III. I I II I I-III-1 ! 1- � �l `-!II-II!I II11=ll1, II'=111------- - - - - - - - - - - CURB CUT 'DETAIL PYLON SIGN ELEV � At1 11/2W 1'-0" A11 1/4' _ 1'-0' SLOPED COLORED PRECAST CAP 13 PYLON SIGN CAP PLAN Pu iIr ' r-OW ZZ 7 TLJ Q of A I C 1 I I I I I 1 14Wx I R3: �UII ' I BIT. PAYING a 1 -SEE SPEC / I ZT I ml � N 5 STALLS g V-0" EA 45'-01 t R 3, I� o 0 A S S 0 C I AT E S i 1 ARCHITECTS INTERIOR DESIGNERS I 1255 ENERGY PARK DRIVE ST. PAU L, M N 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 i PROPERTY UNr= H.J. DEVELOPMENT MATCH NEW ' a .y; ,:...,.. ,..t... .qi. : _ CURB ARKNQ 4 GUTTER Zf TO �' :,•:'. THAT OF EX IST. {ST.ALBERTVILLE : FIST t;r :': L GHT P E CROSSING I EXI T PARGI !G —�Zia — — - ALBERTVILLE, MN 10 STAL-LS90 -0 1 I / 5 !LLS g V-0" = 45'-Oil l R3 I PAINTED PARKING STRiPNG 0 O 5 I� 4\Y 1 r GI mil If) YI :J AREAS 5VKAL N SHADED // 41 TOTAL 1 t /S.5 1 PARKING STALLS + -0" / / PAIN ED R13' STRI ING O ;STOP /A1.1 0 8 - 0 H D P. STALL HSTDA CLPL. i Ncn CONC. A I 7 1 GU RB v A1.1 TT /� G UR E rl , R FACE OF FND. 'ARCHITECTURAL PRECAST PLANTERS 0 t 1 2 Q ,.fy — �:n I cc: I r 8 { FH. A1.1 :'Jy�tn,':�`£'•:,�_ ,Svr:.`"t's.:`��x'``x^��.>; �wiax,.. — 1 4 I CONSTRUCTION DOCUMENTS t-13-03 BUILDING'C' SITE PLAN 0 i �n 1 I - Recisions / I m - .� ( REVISION #1 DATED 1-13-03 ip „ (� Ull A1,1 ll! � REVISINON 2 DATED 1 22 03 I N I All ONG C. , / DYER`, j; M1' �yGLOSIlRE'" 6" SAND • / I / I AIL BOX SET ;•�.:...: :..: :::..:.: `:''.. ,. � BASE �®�, I t 11 ON 48"x48lixAll ''TT A G 2 TH. CONC. PAD 41Oil . 1 -all 120 s. 0 I I j x..< I I I ;a , FAG OF � rv: t.ti» r ecifIcati nor hereby certify that this I , .......... y •�,:. I ..; re ort was prepared b m or n m dir i z0 e under ecf P Y Y ^7. .II supervision and that I am a duly Licensed A� FADE of :..... �. _Mt Architect under the laws of the State of Minnesota, = SEE FLOOR FLAN _ II \ G� FACE 0 STOP 1 9 OF FND. Li6HT 0 SIGN III I a>. �.� z POLE ._ I -- Jon R. Pope > ka` I Y •:" ::�:. Da 1 10 I 1 � to 0 3 3 L c. No. 3041 a� I ,rn I � I \� I. I -I - SGA.'11% Nn P , •`I r 34228 02138 nN Camaissia 0. 3x or. 0 Drawn b M.M. PR Y \ : \ t Checked by S.J. \ \ II \ I Date 01/13/03 \ d \ I � o 1 - •�'j o 1 SITE PLAN_ A11 1'=20'-09 rNO17 ELECTRICAL CONTRACTOR IS ' PROVIDE A SITE LIGHTING ' PHOTOMETRIC PLAN TO THE CITY THAT MEETS CITY STANDARDS PRIOR TO INSTALLATION OF ANY SITE FIXTURES. BUILDINGLA �iOUT 3 $ STARTING ARTINGBLDG POINT o • Q N I m • i N 0 W N. N FORM "DOME" OF,EXPOSED d CONC. CAP T-6" LONG X 6" I.D. STEEL PIPE FiLLED WITH CONCRETE; O PAINT PIPE 05HA YELLOW v FORM "WASH" AT EXPOSED CONCRETE SURFACE PAVING OR GRADE LINE s d 18" TUBE FORM d " MIN. OF GONG. COVER v d d a 2 BOLLARD DETAIL At1 1/2x 1'-09DEWA SIDE SIDEWALK L DE BLUE BACKGROUND WITH WHITE LETTERING - TYP. FACE MOUNTED ALUM. SIGN 'AINTED METAL "U" ;HANNEL DRIVEN 30" INTO GROUND (ONE SIDED) II 3 SIGN DETAIL At1 1/2' 11-0' I II 11 1 1 6 -0 5 -0 � S c 0 DRIVE/SIDE PARKING EXP. MATL. w X SLOPED (CONCRETE \ EXPOSED AGGREGATE COATED)1W/ EPDXY BONDING AGENT COMPLY W/ CiTY REQ'TS GONG. CUIIRB AND GUTTER 7 CURB CUT PLAN At1 va. - 11-0. FACEBRICK W/ POURED CONC. PIER COLORED PRECAST CAP PARKING LOT DIMENSION SIDEWALK DIMENSION 1211 211 I 1/2(oil /- L II EXP. MATERIAL )TE : IN AREAS WHERE PAVING GONG. WALK OVER _OPE5 AWAY FROM CURB ��3"R COMPACTED SAND BASE sID GUTTER, SLOPE SHALL BE V/FOOT - SEE GRADING PLAN I 3 d d ° SLD PE 3/ 11 ° ' ° 4 ° 'R d �3"R CV G < v Ili= ll- -1II—- o 0 o 0 o n o I —II III —II r�,7��-, _ Z7 �va�/ 111 _ — III I — PACT ED BASE -III------ ---— III III_II— i IIII' — El III III— I —III; SUBGRADE I— — ,III III —III —I I I_= I I II=1 I I_ —III —I I $ COW'";` CURB DETAIL Ate 11/2' =10' PARKING LOT DIM. j-- 1211 1 2" 611 1 ' FINAL GRADE - SEE LANDSCAPE PLA NOTE: IN AREAS WHERE PA ING SLOPES AWAY FROM CURB 311R AND GUTTER, SLOPE SHALL E - I — — — — 1/4 /FOOT SEE GRADING P AN a I_I I =1 I =1 =I 3 d'�r2"R I I 1=1 11=1 11=I I E SLOPE3/4 d° I=1�1=1I E I I IEE I I 4R d„ "° d—II. III �I ° R III=1 I I=1 , 11=111= � — 0 o4 d lEl I El 11=1 11= a° d I I I I I I=1 1111 � 11 I I I —I I I—i I I o 0 0 0 0 o v o 0 3' o o I —III —III —I —III—III—III � — - ---III—III- -I II 111=1 I I III=1 I _COMPACTED BASE — — — I —III —I I —I I —I I —I 11—III—II .I —III —I I —1 I I —I I SUBGRADE III —III —I I I —I I I —I i I —III —I I I— , III —III— I— III—III—III-1 I I I=11I1'I-I I I —I I! No PAR= LOACM ' ZCM 4—► WHITE BACKGROUND W/ RED LETTERS PAINTED METAL "U" ' CHANNEL DRIVEN 30" INTO GROUND (ONE SIDED) �' SIGN D AIL At1 1/2' A1.1 13 PYLON SIGN PLAN AMiIZ•'11-0• I'-611 (ONE SIDED) s SiGN DETAIL �tl1/2' _ 1,-09 � CONC CURB DETDETAILLIONPYSIGN SECTIONCOLORED rl Al —O SOLDIER ARKING DIM ,g ' COURSE F5-2 s - FB_I 1211BRICK i/2" EXPANSION MATERIAL RETURN SLOPE BEYOND 411 THICK CONCRETE WALK SIGNAG-E BANDS BY 1:10 MAXIMUM OVER COMPACTED SAND M345E OTHERS- ELECT. CONTRACTOR IS TO SLOPS d PROVIDE REQUIRED 3/4" MAX. d a ELECTRICAL T IG AL SERVICE ICE1:12 _ d ' SEE SECTION I/2IIR a a . V 0 d a G ; d :- .' Qda 9/AI.2d d 3 : d � e ' d a 1R d' '...:... .., .. .. .. II T. �1 I., —IIII—I 11- NOTE: SLOPED AREAS TO BE OOALK IN15H PERPENDICULAR =1 11=1 II I i l— Ill —II III SUBGRADE w� CURB CUT DETAIL All 1 iI217-09 �LOFEI:� RE D CR51D LETTEIRS DRECA67II CAI PAINTED METAL "U" CHANNEL DRIVEN 30" INTO GROUND 'e1 OMMITED REV #11 nur T =1'-0' COLORED PRECAST - - OVER RUBBER 1RANE, :LED TO PIERS IER COURSE "l GE BY OTHERS. VERIFY )RT REQUIREMENTS WITH iUPPLIER BRICK I III POURED CONC. PIER - SEE- T. FOR REINFORCING REQ S. SITE DATA ZONING - B-2 LOT - (18,651.9 S.F.) PARKING SETBACK FRONT - 10'-0" SIDE - 10'-0" REAR - 10'-0" BUILDING SETBACK FRONT - 35'-0" SIDE - 10'-0" REAR - 20'-0" PARKING STALL SIZE 57�TH, ST. N,E, �RDPSRW UNE I VIEW'. f'YLG .....r.: .;.:.r v :y �> y ..`:1Q'<.P1�1►'V�:�sE:�9�:��;�:..::.:;:' MAT cN NEW CURB 4 GUTTER O THAT Or - EXIST. , FiRET 1 L GHT PC EXT PAWI 10 STALLS0"-EA 90'-011 f 0 i - N / 5 6<LLS 9 V-0" = 45'-011 i R 3' 35'-011 _iiCs,11 • - � • YA1.11 I 0 PAINTEDI 0 PAWING STRIPING x O i +.ri.;ci:: j,�; ' I LI mil 9'-011 X 20'-011 ' ° �G ,R". DRIVE AISLES - 24-0' MIN. BIT. PAVING a i PARKING REOUMENTS - - SEE SPEC m 2�0'-0'1 BUILDING C 1.112b S.F.RETAIL 1,112b GRO55 BUILDING SF. 5 STALLS g 9'-0" EA = 45'-0" L 111.26 S.F. - MINUS 10% / I R 3 110 6,40134 NET BUILDING SP. / 200 = 33 PARKING STALLS I R 5' :_., :': R 3' I ':F:;: ' ,STOP / O ,SiGN e TOTAL PARKING REQUIRED ON LOT - 33 STALLS 0 I c" -011 TOTAL PARKING PROVIDED ON LOT - 41 STALLS _I ACCESSIBLE STALLS REQUIRED = 2 �r ACCESSIBLE STALLS PROVIDED = 2 = L GHT POE I (INGLUDING 2 VAN ACCESSIBLE) N I O I I� D CONCRETE FOUNDATION - 'RUCTURAL r '1 PYLON SIGN ELEV. A111/4' 1'-0' LAND SCA E;1?" AREAS .5 R 3 I ! SHADED // i 41 TOTAL 1 PARKING STALLS S I I _ 4714 -01, 9'-011 9'-01' 9'-0" 9'-01 1 -0" i rl PAIN D I RI3' STRIPING4 STOP O c e /AU I 1 0 8 I - n e a3[. 1.1 A G H P. HDC D P. 1 r�A I Mi N s STALL STALL ' In MCI -t 1 CURB ''a / Q' i GU TTR J FACE OF FND. 7 :: ARCHITECTURAL LIGH O PRECAST PLANTERS O .:. . :.,t_,.. , :,: A+ , yty'35,3j:� 4 8 — LL m AM � w . ` 4" GONG. I cn TRASH'." WALK OVER I O f CLOSURE 6"SAND SASE / ' ( A , MAiL( BOX SET ON 48 x4811x4" 4-01 pL I T — 2 I � II TH. CONC. PAD I II /' 'c? •tG.. I II 6 Il 8 -0 i. I a J I 1 ,ram: a° f. •'r t�z�M ,.r.. R �.. FACE OF I \. / 26'-0" ` 461'-0'1 SEE FLOOR PLAR FACE 0 g STOP I IIII ♦ \� s..��:,.. OF FND. LIGHT 0 A1.1 SiGN POLE I i a<..;.m Ica% r ai,:e4iF'%>n zg .� r 6pag TE ,.< 19 CIO A>1 : I \ r :>��r�---fit. "a CIO e .:..:... .:.: i 1 a< e.. c Ci1 `t [Y - \ :« Iw U 1 \\ i 1 ♦ BUILDING LAYOUT STARTING M.,-E: \ POINT ELECTRICAL CONTRACTORIS PROVE A STELILIGHTING SITE PLAN TRIC _ PLAN TO THE CITY A1� 1'=20'--O' I THAT MEETS CITY STANDARDS PRIOR TO INSTALLATION OF ANY SITE FIXTURES- 0 0 ASS 0 C I A T E ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, M N 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 H.J. DEVELOPMENT ALBERTVILLE CIRO S SING ALBEfiTVILLE, MN DOCUMENTS 1-13-03 BUILDIN ^+_' r SITE PLAN Revisions REVISION #1 DATED 1-13-03 REVISINON #2 DATED 1/22/03 herebyc r ' e tlfy that this plan,specificafion,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota: Jon R. Pope Date 01 31 0 Lie. No. 13041 3. ' Camission No. — 0 34228 0 2138 Drawn by M.M., PR Checked by SA Date . 01/13/03 e6 M 0 s 3 1.7r1L1iG 1 0 BU)G. 0 m N 0 co 0 N i I 'FORM "DOME" OF EXPLOSED CONC. CAP T-6" LONG X 6l' ID. 67UEEL PIPE FILLED WITH CONCRETE PAINT PIPE OSHA YELLOW FORM "WASH" AT EXPMED CONCRETE SURFACE PAVING OR GRADE LINIE BLUE BACKGROUND WITH WHITE LETTERING - TYP. FACE MOUNTED ALUM. SIGN "AINTED METAL "U" :HANNEL DRIVEN Oil INTO GROUND (ONE SIDED) 181, TUBE FORM I I I" MIN. OF CONC. COVER 3 SIGN DETAIL At1 1/2' = 1,—.09 K0_2 BOLLARD DETAIL— il 1/2' =1,_ox SIDEWALK SIDE 51-011 EXP. MISATL. tu 0 X; s� a 4. \0A� 0 C `P SLOPED CONCRETE 1 EXPOSED AGGREGATE COATED W/ EPDXY BONDING AGENT COMPLY W/ CITY REQ'TS. DRIVE/SIDE PARKING CONC. CURB AND GUTTER it CURB CUT PLAN At1 j 4' — 1 1-0' FACEBRICK W/ POURED CONC. PIER COLORED PRECAST CAP PACr",s�p L:aMo .�,. WHITE BACKGROUND W/ RED LETTERS PAINTED METAL "U" ' CHANNEL DRIVEN 30" INTO GROUND (ONE .SIDED) IIII 4 SIGN DETAIL +3� PYLON SI%011m.*x"N Att 1/2 In _ f_p. r1 PLAN If- S (ONE SIDED) ri SIGN DETAIL— I1/2=1'-O' RED BACKGROUND' ®L 0 RE 1 LEi WHITE :'IRE �iRST GAF PAINTED METAL "U" CHANNEL DRIVEN 30" INTO GROUND PARKING LOT DIMENfON SIDEWALK DIMENSION 1211 J 211 (o11 I/2" 14 COLORED PRECAST EXP. MATERIAL _ A1.1 CAP, OVER RUBBER )TE : IN AREAS WHERE PAVING CONC. WALK OVER = MEMBRANE, _OPES AWAY FROM CURB 3"R COMPACTED SAND BASE �D GUTTER, SLOPE SHALL BE Tf *= DOWELED TO PIERS V/FOOT - SEE GRADING PLAN - SOLDIER COURSE "2 d III ° r-------_----- --- - - s OLD I/2"R� N I ---------- =y d SLOPE 3/411 a ° ° d s ° p e1 OMMITED REV 11 -A 91 AU 110 = f—Q• SITE DATA ZONING - B-2 LOT - (18k513 SF.) PARKING SETBACK FRONT - 10'-0" SIDE - 10'-0" REAR - 10'-0" BUILDING SETBACK FRONT - 35'-011 SIDE - 10'-0" REAR - 20'-0" PARKING STALL SIZE 9'-0" X 20'-0" DRIVE AISLES - 24-0' MIN. PARKING REOUFIEMENTS BUILDING 'C' - 1,112.6 S.E.RETAIL 1,112.E GROSS BUILDING S.F. 11126 SF. - MINUS 10% 6,40134 NET BUILDING SF. / 200 = 33 PARKING STAL TOTAL PARKING REQUIRED ON LOT - 33 STALLS TOTAL PARKING PROVIDED ON LOT - 41 STALLS ACCESSIBLE STALLS REQUIRED = 2 ACCESSIBLE STALLS PROVIDED = 2 (INCLUDING 2 VAN ACCESSIBLE) SLOPED / COLORED PRECAST CAP PYLON SIGN CAP PLAN At1 1/2' =1'-0' 57 TH. ST, N.E. J ; PROPEERW LINE MATCH NEW CURB d GUTTER TO THAT OF EXIST. o� o ASS 0 C I A T E S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, M N 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1101 ALBERTVILLE CROSSING ALBERTVILLE, MN CorisrRucnoN DOCUMENTS 1-13-03 d . d-...s.: AREAS S R 3 , �. • \ — ,x:::::`�:::: SHADED I//'' R �311R / _ ° a, � >- � B. 2 � 41 TOTAL I I I ------------------ i ) / FPAW.JNGSTALLS SI I SIGNAGE BY OTHERS. VERIFY SUPPORT REQUIREMENTS WIl'i4 �:: A r / 1 11 I� 11 1- 11 1- " 1 II -Oil I II t�V d «: , . / IS-8 90 90 90 9-0 90 --0 I / a SIGN SUPPLIERiZ PAIN ED f 4 R,3' III III I I I I v o o o c STRIPING STOP w o oiC I=I I FACE BRICK �i / s :;.. O<::, ----- -- — ---- --- _ / F:`;%'�_'i _ — — — — — — — ° :.�:��:� <� SIGN — _ 5/AI. 1 rl III-111—III— — COMPACTED BASE i — —I — il- -I _I — — I - 8 1 I— II^ I — III I it /XN —1 i d II_ / HDGP. HDGF'. 1 SUBGRADE I II a 8 X 8 POURED CONC. PIER = SEE A1.1 I— I— IIII - I I —III —I I 1—IIII—III—III—III— STRUCT. FOR REINFORCING RI��Q's. / GONG. •�-' •' • • STALL STALL m CUR5 —I i i—III—III—III-11'I I —I I i—I I i— ° d 8 .zc»4 — GUTTER /- ,A Q 71.1CNCCUDIAI I d -f A 11 1 1 1 I II 2 11 1 11 11 �II all 4 '4 ..c>): L 1 4 CJ I 411 ?TnaZly4i / IO -0 all all 11 " 8 4 z- ir. PARKING O7 25 0 L IM •re• yy--rx F AGE OF NO. 1 .3 1 K(oil ,V2�p ER ME MBRANE RANEk ROP E WICKS - d I—I/d d d 12` A1d.1 d C�.Cd. TY.P. a. d EACH ACH PIER) ) v ..a ....... ..., d,a .•.. ...,.d..... a !c. s':�;e.fF�.<yr1,1a'-,'.�• .�:. .i,,�FnS',"Y•>p,�<.yXI• .,„ /I --- - i , 1 I / ARC�Hj ITE- _to 1C TURAL PRECAST PLANTLIGH ERS PA iNGNOTE IN AREAS WHERE SEELANDSCAPE PL 311R FINAL GRADE s LOPES AWAY FROM ,. ki cl�i 2 BJILDi NG 7 C' AND GUTTER SLOPE SHALL1/4 /FOOT SEE GRADING d d d. d .a3 1/R d SITE PLAN' SLOPE 3/In I I _ d ° d d Revisions 1.4 , a I I Gi' 1 ��.,.., —J 11 I III— d . -,� v a d ,..•w s:>,:... s::':;��. 1 m � d d II I — II II— 1 IIII r M d d a d d a dd v d a d p .. ui DATED 1 13 03REVISI N #1 d d d OURED CONCRETE FOUNDATILON m d dad c 41 d R SNON 2DATED 122o LU 3 E STRUCTURAL . I o o0 Oo U II_---- — ° a 4 v a dd d 4 p a d d ° d d • TRASH ;S H.S.. URE � I W OVER dv d Ed d61SAND /W � 11 o SET T—IIII--II— d BASE 1 �1 MAIL d ON 48IIx48 x4" a I I— I — 4.•I I IIIoIII-- III—_—I10 lll II—1I I0I III-- II II ► _ —►I--I— I - 1 d a d d d d d a a a ° d dd d : y.`. �4�✓�• ..' � 6 1 0 11 " �.. �Nd I II - 8 II 2 -0II 1 _- _ TH.CON C. PAD d COMPACTED BASE 4 d 4 ., ° d SUBGBADE d p�' I ^c . I i COLORED .. .,:.: f. ,..,s...,,.w::..:..... .:.:.....,,...,., ..,..., 9 n: , CONC`^;�,: ET.. k AIL� .. _� , .:: . ,.. ,<.: �: o,.� :�� . PRECAST � .>:,< ..,.,,� :_.,..::., t...:...:.....:....::..:... _....:. %. t YLO�� S — G N S EC `:�- N .d- At1 L:. i >sl 1 _ . 1. ...<. s 4 11 -�-��: - FAG �F 2 1 Y: ii;?'S :z � q': . t,, y At1 :.� ,,�, 1 k SO ; L I 1 ^ SO LDIER R FND. " i%� r PARKING / CO - 8 1 11 URS FB , - r'.. .'..: ' � . ..: � ,ky ,:,.:.:�.�•.:-;°-� , - �.. 5 4 � ;; - �a:�;:.:;.-.- I here !. ;N;3 4„ :. b certify f fhof ;. \ j:-:�1 ;� y this lass ecificafion,or ---------- t� - Rem - y P P s" e: BRICK - FB-1 � � � = report was prepared by me or under m direct 1211 TENANT :au FACE of I supervision and that I am a duly M.... — — �' \qi 3r ::-F :::.; �-4-0" 11 I licensed RETURN SLOPE BEYOND 4" THICK CONCRETE WALK SIGNAGE BANDS BY - \ �� 26'-011 61'-0" �'D' ` 2 -m Architect under the laws of the State of Minnesota. I/2" EXPANSION MATERIAL 1:10 MAXIMUM — — — — — — — — -- ;�'��=`:<''<��<:;�:, ry SEE FLOOR AtT— iF OVER COMPACTED SAND BASE OTHERS -ELECT. - �' ;.;z"; v - CONTRACTOR IS r0 TENANT e \q _::;: _ FACE a 9 STOP SLOPE PROVIDE REQUIRED cv �'R '� \, "` k'°`' . ,. �35' L{GNT 0 :::. n A1.1 SIGN - SLOPE All 1 12 MAX. d ' � d � a _ ELECTRICAL SERVICE — — — —.— — — — — —_ — � � �. �--5/A1a— II OPE • a I >= O 3/ a d d , . ELEC �, �''`��: POLE a ---. d � SEE SECTION TENANT � �+ � - -- Jon R. Pope F a K a a m a ., 9/Al cv . ✓tea' ^ `•�...� .Y, .F .Cn — — — �f I Date 01/31/03 R a ,. : ... .. ` ,::.... .,.>•�•<o-%-> ._ham a . TENANT�.... _ .. 11 S :4n 4 3 I d _ .v7t":r Y.V A> L NTJ f' d r A d a II . —02138 - COnfll P Ission a o. ... 34 228 10' 0 - , I X �, Drawn by M.M., PR MIN - - �.Y.:i;:C� ;.� :,` \ :Nr: =III=III=1 I_ —III=1 _k:e \ I Checked by S.J. NOTE: SLOPED AREAS TO BE Dale 01/13/03 BROOM FIN15H PERPENDICULAR _ \ M TO WALK Is _ o —III=I 1I— 11= � CURB CUT DETAIL Au 1 VZ• -1•-0• ----------- J BUILDING 3 LAYOUT o — — — — — — — — _ — — �� STARTING- BL1..:L7 rO-'-E: �\ POINT a c 12 PYLON SIGN ELEC.r_T� ' ELECTRICAL CONTRACTOR IS N SITE PLAN 1 PROVIDE A SITE LIGHTING � A101 AM 1'-01 PHOTOMETRIC PLAN TO THE CITY All -19.n %V_A9 ■ TI4AT MPFTA ('ITY ATAxmACMA o- _ BLUE BACKGROUND WITH WHITE LETTERING - TYP. R1,"� `" _ REWIRED FACE MOUNTED TO aoo K« ALUM. SIGN FORM "DOME" OF EXPOSED VAN ACCESSIBLE �Q ° CONC. CAP 1, „ ° 1'-6" LONG X 6" I.D. STEEL X ' PIPE FILLED WITH CONCRETE e PAINT PIPE OSHA YELLOW z PAINTED METAL "U" v 0 CHANNEL DRIVEN ° FORM "WASH" AT EXPOSED X, 0 30" INTO GROUND CONCRETE SURFACE `r PAVING OR GRADE LINE _ (ONE SIDED) I 1 18" TUBE FORM I 1 ° " MIN. OF CONC. COVER ° 3 SIGN DETAIL A11 1/2' =1'-0' 2 BOLLARD DETAIL,_ Ate 1/29 =1'-09 SIDEWALK SIDE 1 5'-0" (0'-01 1 5l _011 e s 0 6 0 DRIVE/SIDE PARKING EXP. MATL. to X FACEBRICK W/ POURED CONC. PIER SLOPED CONCRETE EXPOSED) /AGGREGATE COLORED PRECAST COATED WJ/ EPDXY BONDING CAP AGENT COMPLY W/ CITY REQ'TS. CONC. CURB AND GUTTER 51 CURB CUT PLAN All 9-09 PARKING LOT DIMENSION SIDEWALK DIMENSION i 1211 211 (o11 /2 /�111 1/2 EXP. MATERIAL ! )TE : IN AREAS WHERE PAVING CONC. WALK OVER _OPES.AWAY FROM CURB ND GUTTER, SLOPE SHALL BE 3"R COMPACTED SAND BASE �"/FOOT - SEE GRADING PLAN a3°°SLOPE 3/4" ` . rA ° ... ° I o 0 0 1 — 0o 0 0 0 0 0 0 NO PAFKM LOADINO ' ZONE �� WHITE BACKGROUND W/ RED LETTERS PAINTED METAL "U" ' CHANNEL DRIVEN 30" INTO GROUND (ONE SIDED) 4 SIGN DET-AIL Ati 1/2' =1'-09 v � 1 PYLON SIGN]PLAN AU 1/2 9 = T-O• RED BACKGROUNDI C L O R E IP LETTERS :1REGA57 GA PAINTED METAL "U" CHANNEL DRIVEN 30" INTO GROUND (ONE SIDED) SIGN DETAIL A11 1/29 =1'-O9 COLORED PRECAST CAP, OVER RUBBER MEMBRANE, DOWELED TO PIERS SOLDIER COURSE "2 SIGNAGE BY OTHERS. VERIFY SUPPORT REQUIREMENTS WITH SIGN SUPPLIER FACE BRICK I — — — — — — — — — — ° K COMPACTED BASE suBGRADE - ° 8" X bit POURED CONC. PIER - SEE: — I-1 I I —III— III —I I I_I I —I I 1-11 i—III — sTRUCT. FOR REINFORCING REQ s. ��—i ° - ° ri"*�CONC CURB DETAJIL lo- Il—.--------- - - - - - - - - - - - - - - - 1,_41l 14 A1.1 x 1p. � �_ n ° •F� o �y,�t 11l ° III- N — ° ° 4 i. ° ° — ° ''F ° 4 At� 1 1/2� = 1'—ON 111 A11 f l bit411 4" QII. 1 All 111 11 10'-01, V O 4 ° PARKING LOT DIM. 1211 2" 611 ° RUBBER MEMM5RANE 4 ROPE WICKS ° 13 g 12" O.C. (TyrF. EACH PIER) FINAL GRADE- A1.1 SEE LANDSCAPE PLA =LEI NOTE : IN AREAS WHERE PA ING - SLOPES AWAY FROM CURB AND GUTTER, SLOPE SMALL E I ° °° ° a ° ° ° ° ° ° Q ... ° ° ° ° :. I/4"/FOOT -SEE GRADING PLAN ° 4. 3 ° ° a °, ° a ° SLOPE -3/4" ° ° Q — 11 I ° III —III —III —III- tr ° ° a ° ° ° ° I POURED CONCRETE FOUNDATION 0 o 44, ° ° ° ° I= I i=1 I=III= r- �^ ° . a ° ° ° ° ° ° ° SEE STRUCTURAL ° 4 ° o 0 0 0 a 4,1 °°4 ° II I i� I I I� I I I I I' a ° Q ° ° a °° Q° Q ° ° ° ° 41 I I 1—I I Ed I I —I ° ° ° 4 4<° ° ° 4 ° a I 11=1 I I I —III o o o o c. o o f—El—I I —I I I —I 1 ° ° M °1= �° — COMPACTED BASE ° a ° ° ° ° a ° ° °=1 ISUBGRADE ° ° ° ° —1 I II —I I I —I 11=1 I =1 I I —I 11—I 11--111—I 1 I ° ° Ko_q�CONC CURB DETAIL„ PRECASTCOLORED PYLON SIGN SECTION CAP At1 11/2' =1'-0' �tl1/2' =1'—O' SOLDIER COURSE FB-z PARKING DIM €8" 10^1---------- - BRICK - FB-I - 12" TENANT e RETURN SLOPE BEYOND 4" THICK CONCRETE WALK SIGNAGE BANDS BY - - - - - - - - - - N - I/2"--EXPANSION MATERIAL 1:10 MAXIMUM OVER COMPACTED SAND 51ASE OTHERS - ELECT. TENANT e CONTRACTOR 15 TO °. ` PROVIDE REQUIRED SLOPE `V °a. . a 4 ° ELECTRICAL SERVICE ,:12 MAX. SEE SECTION TENANT IQSLOPE 3/411 9/AI.2 N d .. .. 1/2IIR ° a .. TENANT , .- — 11 4 _ d 1'0 II 4 1 n i .. 4 10 -0 Y 14 1—I 11—I 11 I —III —III Y r a: WOO,- -i I I —I I I —I I I— 111I 11- NOTE: SLOPED AREAS TO BE 'I- BROOM FINISH PERPENDICULAR COMP SJBGRADE , TO WALK —1 I i=11 !Ed I IE! I I-- I I=1 I I I I- !!—'I I —1 I i=1 11=! 11=1 11=1 I I- . .. .. - L------------------- —� CURB CUT DETAIL./12� PYLON SIGN ELEV_ OMMITED REV #1. is = 11-09 1 i SITE DATA 'ONINQ - B-2 I .OT - (18,6513 SF.) 'ARKING SETBACK I I FRONT - 10'-0" SIDE - 10'-0" I I REAR - 10'-0" 3ULDING SETBACK I I FRONT - 35'-0" I SIDE - 10'-0" REAR - 20-0" I 'ARKING STALL SIZE 9'-0" X 20'-011 I )RIVE AISLES - 24-0' MIN. ' 'ARKING REQUIREMENTS BUILDING 'C' - 1,112.6 S.F. RETAIL / 1,112b GROSS BUILDING S.F. 11126 S.F. - MINUS 1091. l 6,40134 NET BUILDING SF. / 200 = 33 PARKING STALLS TOTAL PARKING REQUIRED ON LOT - 33 STALLS / TOTAL PARKING PROVIDED ON LOT - 41 STALLS ACCESSIBLE STALLS REQUIRED = 2 / ACCESSIBLE STALLS PROVIDED = 2 W/A .. '..:. it l� :r e� n MATCH NEW CURB 4 GUTTER TO THAT OF EXIST. FACE OF FND. ARCHITECTURAL PRECAST PLANTERS MAIL BOX SET ON 48"x48"x4" TH. CONC. PAD ASSOCIATE S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAU L, M N 55.108-51 18 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT I ALBERTVILLE CROSSING ALBER'MLLE, MN CONSTRUCTION DOCUMENTS 1-13-03 BUILDING'C', SITE PLAN Revisions REVISION #1 DATED 1-13-03 REVISINON #2 DATED 1 /22/03 hereby certify that this plon,speci!icotion,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the Ratf, of Minnesota. Jon R. Pope _ Date 01/31/03 Lic. No. 13041 Co mission No. 34228-02138 Ii; � Drawn. b M.M. P �.. Jrl%%I i Checked b y s.j. SOO I Date 01/13/03 m M \ O BUILDING 3 S= LAYOUT o STARTING 97J.i1.JL7. TOTE• POINT c ELECTRICAL CONTRACTOR IS o 1 'SITE PLAN: ' PROVIDE A SITE LIGHTINGco PHOTOMETRIC PLAN TO THE CITY N A11 1'=rj®'-Ow ' THAT MEETS CITY STANDARDS ' PRIOR TO INSTALLATION OF ANY N 2 BITE FIXTURES. LM _ r. I r- 1 1 1 I 1 I I I I 1 , I I I 1 i I 1 I 1 1 1 I 1 I . _ 1 L_ D�1 24x24x184 + 30D CFM \ 4 \ 2 Ll I 1 I I I I 1 1 I 1 I ' 1 4 . I I . I ... � � � � � � � ii I , f � . . . .. � -,--. / / / ... �. i . 0 , I .. I I O 0 12 ?¢, I �8n / j:. fff I .3:.R�< s 1<' I B O. ! I 6, 12 STALLS g 9'-O" = 108'-0" 3 R 0 ��'-�/, - :. FOR , "DOME" OF EXPOSED I' � (P ' �` � J . I.. CONIC. CAP . ° t I II II I 1 II I _ II _ I II II N / \� . .: 20 -0 24'-0 10) =0 STALLS g 9 O - 63 -0 16'-6 m I'-6)." LONG X b" I.D. STEEL LIGHTT L I I I .: - - z - _r _� ; �'-0r, PIPE: FILLED WITH CONCRETE' POLE`.`' . .,. � - -'- __ 7 -5 � - 0 FAINT PIPE OSHA YELLOW - . (� . FORT "WASH" AT EXPOSED - I - - - - - - - CON(cRETE SURFACE f . --�` " _ _ e _ I I PR6PE LINE _ PAVAING OR GRADE LINE .:.. 0 I 1 LIGHT 2.4, O a POLE 20'_O„ .. ° i IS" TU5E FORM - R O� 3'R„ I :, 20' BUILDING SETBACK TR I .. I:"::. CONC. - - - - . , .. I . 147 TOTAL REMOVE EXIST. e MIKAOF GONG. COVER I I. (CURB 4 ..� . v I (GUTTER PARKING STALLS ' 1. AS REQ'D FOR ' .. N .. .T NEW CURB CUT �. ��:: .. -i �1 II I_ 11 II d I_ II - • 20 -0 24 O 26'-O . STALLS g 9 O - 36'-O" I.H -I / -�.:1 - . G /. :..:. ..... . I YR 5'R " . . . T,R 1. I I.`.' .' I. 0 201 BIT. 'AVING _ .- ,:1. �- NEW CONC . SEE iFEC. 4 07 AP N %� BCJLLAI�®� DLTAIL I'' I 0 O 3 R �- `. :, . i" PER CITY �1.1/2'=11-0' I _ S .12 I s I, STANDARDS STOP SIGN 4 11 SEE II/AI_l f� BLUE BACKGROUND WITH I TA1.1 I 0 A� 1 FAIN- 'ED ST IPING 8 24 -0 20' 0 : . II WHITE LETTERING "TYP. � �!- (rY .) O 1= VEHICLE REGURED - -�-- FACE MOUNTED ` b 5'R .. ' 3'R I LICHT�� `�°° ` ` "� ALUM. SIGN FACE . ...,> � 3 R _ 5 R c Wd.ATlY, POLL- I N S ,(0 6 STALLS 6 9'-0 = 54 O POLE" 11 Q = - PAINTED HDCP. SYMBOLS h 20' 0° nccEss"ieiE .o 4 STRIPING - It N 2 6, _, 5 O -+s. �-v 11 ` - . `1 "' 9} 0" 2 STALLS 8'-O" S'-0" 6 TALL m 9'-01, 6'-0" Iv-0" J ` i� I,.:,. �l l a - Y z METAL "UII N 3'R RAMP "` U >:;,..,., I:��. o g, _. , .. BLDG. 0 T_ POST DRIVEN - EE 0 30" INTO GROUND I. I m _ 5 \ . 10 S 3 .1 LAYOUT LINE To I' I - G tr 6I � O A1.1 ' "' FIRE I--!'- Q N 9 of :. PLA1.1�N i m l 5,1rR''` T `- , , W z - OF I . ' E PER O I � . FA(G J 0 (ONE SIDED) i I m ",`' ,::.. - I I a- ' 0 -' is ./ / O Q / / L[J 1 / I r8 I SIGN DETAIL- N / 1 , - 1 1'1 9/A/ E �/ / �, _ 6 / / /' / 1. 1/2 1 0 , / j/ / �, . { I - - (L �' E / ///� / / ' TRASH e I. I..> T . // /i / / ENCLOSURE N BLUE BACKGROUND WITH -, �' - T N /- /� �'r // / /' WHITE LETTERING - TYP. I = ; / '/ / / / .i . �:: / !� I / '� 1 i / BITUMINOUS a� / f 1�i /// / .`4J' / / ELECT. ] N7 E 1 c. I - s, z z VEHICLE ID FACE MOUNTED PAVING - SEE 0 // •r' /,5, �;/ ; / V. TRANSFORM - a / / / // / / / // / / p REQUIRE F SPED. V� /� // - lt/,! Y � � '.`/ / Q ': . ; _ --� O-. a,�,„ -..-_ --� ALUM. SIGN FACE - LIGN ; c0 « / //�/ / SET ON " �" / GONG. PAD I j / /6LD / �. ,. ' o Mi Q,,.11 �� .9< >_ _20'-011 , 24'-O" 20'-0" // %i /' / 'i' j/ ,/I II✓ 7% / /' ( Z. .clx,,: ? > > fD ��/ I O z X METAL "u" [:� // �/ /�/��/i / / , / a:"I ;L.: � . 5 _ $;.. f `t POST DRIVEN - - I v / /// /, .: 1L . Y I ,n // / / ¢ , a. z 30 INTO GROUND / %/ b., :: e G 1` I.OS ,� .. Om a. I PYLON SIGN I 5 / //// i . .. r (O,..SEE DETAIL m / il' I IO/Al2 . - _ so .I .- , :PIk�RS' j j I:... 42' HIGH I`. O// $�l� . a: STL. FENCE Q / // �`'' / -PAINT �� r......,I "i-A :':• ::.:.: . 9 I'.. % II <t ;: 0 O .,.'<: r 1 r :.., 1. _.: - .-.' ., fi,6 .><:-." m = FACE OF PIER (O SIDED) _, '.� ,. NE ,.. 4 R<' - . 2.o;" ,o IC >, .. �ry y(( 1 8. I1J 5R U (z (a Q � >u SIGNDETAIL II LL I I P��: .< I sr 1� ._':'":;:. 6'-O" -' l9 -4° 'iS Lll 20' OII I . �1.1/2 '1 -V ��?; `" OVE LL B ILDING WIDTH I U = iz >7� 1: R „ I I IUI I F:: b } �, ..`.y ::I LA1gTiNG�RE - - - - - - - - I I 1'-011 ( SHOWN SHADED 11 STALLS g 9'-O" = 99'-O" -4' I _ '11, f e (TYP.) _ 2 PROPERTY LINE _ _ _ I o 't PAINTED HDCP. SYMBOLS SB. 5 ,..... '•,.'I N n r- • 4 STRIPING - (TYP.) '`'' ``'. ` 20'-0" 24'-011 r , '-0" S'-0" 8'-0" 9 STALLS 10 V-0" = 81'-0" II'-6' pAFiQq REMOVE zN EXIST. CURB WHILTE 1- HpCP. P RKIN 4" iTH. CO C. BLDG. \ . SIGNS - E WA K OVER LAYOU I ¢GUTTER ~� BACKGROUND W/ I, AS REQ'D I - ETAIL /AI.1 SA D BA E LINE J : REiD LETTERS :;.I 23' '�E I FOR NEW : ' y ��) \ I CURB CUT MAIL BOX i�� \ STOP SIGN I SET oN 4" TH. u� „ �\ ".:. i \ SEE II/AIJ . LLl I.'. GONG. PAD �. r.. Z = :_ \ '" :I II . `'., ". . I METAL U . J I.°:,:.:,,:,,;- r,:..;: - n, POST DRIVEN:.. r� . ` :.: , . . .'x ' :':..•,': HDCP NEW GONG `r 30J" INTO GROUND m .: I I „ „` / / / . • RAMP APRON ,lill w HDCP RAM1"P / �/ / l :: PER CITY a- - /� / , { SEE 3/AL1 SEE 3/Al.l 1 5B/ //Y:. .L_ . STANDARDS :.,.I m a. / / / / / 0 LOADING GONG. CURB ca A. . j ' %� / /� '1 .:". .:' ZONE SIGN . _ <, `<> . 4 GUTTER I r / / / / / I ' L`� SEE 10/AL1 Q / �/ / / /� (ONE SIDED) N / / / / 1'1 I I / , / /// / / `� / � / / � - _ // 7 I G PRECAST i / // /// / / :; :' I CANTER / / / fi = m z / z 9 !. �EN -- /// - - II I I / I , 1/ o !'`Z..0 L / 1 / f m e 1 0 //// I / e� SIGN DETAIL e rio / / /I. Qk s�. /. s.:: ! 1 71 cn C0 r / // /j/ -�LL - LIGI=}'1 ' I I / /// ///`:':;: ` '`:. ELECT. w W1/2 1 ® L / :: � . / / // ''' ` TRANSFORM P``LE::: /. O . O / i-� ` /,/ . / / / `'2 SET ON I. e�//,//// / ONC. P // C / / / - 1 1. i 1. - 20 - 4 0 I' s• : 20 0 2 � 3 �°; d; / .7 _ I //// I . 1 CENTER MOUNTED I .. .. , I I / jPIE1 I �.�i/ %/j//i;/','�A2�2: A ;; Sg'�/ 111. I. I. 1 a 0 /, /7. q;t1 I FAG ,e ,a // / j /; /,; .:- ]:�,:,.,i: o LUM. S GN E O O / /' / U / / / / J' I .. //�////� , 5'.R F OF ACE x<<' - r : - :BULDING: SETBAC& `1>;<:. :;: ;,, : PIER I: „' � " 1`�,1'1.'1.,._..:,.-. .. r .:-_-, ,:: : META U a' ;> a. L - , ... .... ' .:.: .: r: P©S7 DRIVEN ... .... .. :. - . O O1. o ;, - , 40_ 3 INTO GROUND 11- . u W PROPE»TY LINE u w lJ1 _ . 1 88'-10 1/5" +/- LIPS a- 101-011 � N (L 29'-211 �ARTING POINT (ONE SIDED) I I FIELD VERIFY OVERALL BUILDING WIDTH �� >• rii_,N� SIGN DETAIL _ Ml 2 SITE PLAN %T. �j ' 'ELECTRICAL CONTRACTOR IS TO �1.1/2'=11-012 A1'1 1'=201-"' ;PNOTOMETR COVIDE A I PLAN TO THE CITY ' THAT MEETS CITY STANDARDS 1 :PRIOR TO INSTALLATION OF ANY :_ �L NORTH -k=` SITE FIXTURES. :1" NOT USED. 11/2'=1'-0' PARKING LOT DIMENSION SIDEWALK DIMENSION 1211 211 6" . 1/2' -§XP. MATERIAL NOTE : IN AREAS WHERE PAVING &ONG. WALK OVER SLOPES AWAY FROM CURB 3 R / �_ CCOMPACTED SAND BASE AND GUTTER, SLOPE SHALL BE I 1/4"/FOOT - SEE GRADING PLAN 3rl/24'Rjp p ,°SLOPE 3/ " 1.7 ..44 Q �° 1 ° - .- c c =1' P.>oP��P P P P� III I -I 11-1 I I ,I 11 1 1-_11 . i I l I I I -I I P o o C� o o G,� o_ P o -I I I- • 11 i - =1 I 1-1 I I -I ;-_ -_ _` _ _ _ _ OMPAGTED BASE -11 !=111= I=! I I=1 I=l i I=! I=; =I 11-I -� �--SUBGRADE III-11 I i: I I I„I I I I; �;! I! I I I I I I I 1-1 I I II I I � I I 1=I I I- . r5_N"`lIi,, CONC. CURB DETAIL 1. 11/2'=1'-0' i PARKING LOT DIM. 1211 .L 211.L 211 (oil 1 -FINAL GRADE- . 3 R OPEE LANDSCAPE PLAN NOTE : IN AREAS WHERE PAVING SLOPES AWAY FROM CURB AND GUTTER, SLOPE SHALL BE I . 1/4"/FOOT - SEE GRADING PLAN 4 -! FE I =III -I 3 1/2"R III=1 I I=1 11�1`J 1- SLOPE 3/4" °° 1-1 I !!_ 1 I E I ICI 1 6'4 I'll d °L 3IR c ,, III�� I-NR° I ill ° -I I-- O V O o .i O d c ° c d I - III-III-III 1 - J ° c I- ° I I F9 I I -I I I i:I�- I �Co 0 `y o 0 0 ° 4 I- I- I -I - IJ P P w� oU , o P Po I --III= III -III -I 11 P o P o I -III -III -I . FEWITL41. -1 I I Ch =III=III=-COMPACTED BASE -1 I I--.�.P i-=1 11=i I I-1 I I-1 11=1 11=1 11=1 I I-_ I ! '- _ -III-III II-_I=_-�uBGRADE I.-111„I I I i I I 111 !=I I I -I I I I I I I 111111 11 11 II! i 1 I I-1 ,,III -III,.. K'4-N� CONC. CUmw DETAIL 1. 11/2'-1'-0' PARKING DIM 811 5'-411 RETURN SLOPE BEYOND 4" THICK CONCRETE WALK . 1211 1:10 MAXIMUM OVER COMPACTED SAND BASE: 1/•I1'' EXPANSION MATERIAL -, -1 ( 13 'I ° .0 ° 4 ° G SLOPE ° a a ° , 1:12 MAX. ° d 11 � ° ° SLOPE 3/411 v .y ° ° . °G , °d ° ° - _ .. n' ° . , c .. .. i )2 n .. G 11 3 R Pam• P•_� :.G•'i P`"^ � o`er Pv - d O d I 1/2 R G :' . C P O- P O P P a c .. .. .. ." . , k-", P /,yam( 1 f)/ ,I �(�(J ¢ � =1 I I I _ Pl�/,Sj Pam../ `�oV _ , ^ Z _l ' O /P 0\� P J P O _ -1 I I -I I I I -III I I_ NOTE: SLOPED AREAS TO UBE L - _ - - Icu a I I I-1 11-III- III III- BO�ALK INISH PERPENDICULAR R P O V� P G J U G'J P O Y G_� O _ =Ill- Ill COMPA � -1 � II I- i I -I !�I III�JSUI✓CsRADE -III=1 = - I-1 ! I-1 !-i-1 II'I-11-I ! 1= CURB CUB DETAIL. . r3 11/2'=1'-0' 57TH STREET NE 1/1" , � 0 D 1 I. . II I ? EXISTING 11 �; II 3 a GROCERY STORE 1 1I n 11111111111111111 n 01 = I� , = � I--------- I IN : 1 I I II _L=L__==__z___7__==__==L1 ;1 OVERALL SITE .n r-too•-o• PLAN P NOORTH . __ ..- __�� 11 FZFR ASS 0 C I A T E S A RICH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST.PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT CROSSING ALBERTVILLE, MN corisTaucnoN DOCUMENTS 1-13-03 � . BUILDING 'A' AND 'B' SITE PLAN � - § Revisions . REVISION #2 DATED 1 /22/03 . hereby certify that this plan,specification,or report was prepared by me or under my direct . a h I am a du I Licensed su ervlslo and t at P y Architect under fhe laws of the State of Minnesota, Jon R. Pope Date 01/311 Lic, No. 13041 �aalal SS I on No. 34228-02155 Drawn by M.M., PR Checked by S.J. °' Date 01/13/03 d M O N N oT 3 l 0 6 I . 0 a . 0 10 N 1n . N e 0 N .,t I weived: Date Re J Date Notified: lb rtv� j1� CITY OF ALBF-RTviG,LE Date d.. L� BUILDING PRWiT S-11 To— W.9. 619 City lit.. t.. PHONE: (763) 497-511CO6 �[!!�k tl,6sh: P.O. Box 9 _ MN 55301 Permit No. ALBERTVILLE, Contractorl-Icense Number DateSubmitted BUILDING PERMIT' FEES —T-7 Site Address IS O� I )4� Y ii'l v I U Permit 7-1 C0—�1 —75 Surcharge 7' Z� 709c Legal Description Addition: Lot Block: _S2 Plan Check P.I.D. Penalty Engineering Owner (Name) Tla- &8r1', Phone #: (Include ama CmVe) V, I ILJ L A6r131 C- -F-126A, 21 -I.v I'll k) 04 L4 Site Fireplace Plumbing Architect (Name) (Addrm) Phone #'. (nclude ama coOO) ft "'Irp S W Mechanical Z- TPA PM Builder (Name) (11idd-0Fes none #-. ("do area co0e) ater Meter 00 Water Type of Work AC New Construction of Addition o Garage El Deck El "AC Storm Water Finish Basement ❑ Shed ❑ Fireplace [] Alterations ❑E] Other Re-roofing/Siding ❑ Other (lisQ Other TOTAL Size of Structure Total Square Footageci Length Width 7q Basement First Floor CODE AiiALYsm Height Second Floor,, Type of Const 'gill Use of Bldg. Grp A "Zi Completion Date Estimated Value Occupancy Occupancyload The undersigned hereby agrees that in case such permit is granted, that all worknwhich Zoning District ��015i shall be done and all materials which shall be used shall comply with the pWtis and 'it, of 3 City specifications therefore herewith submitted and with all the ordinances of said Cof Fire Sprinklers Required Albertville applicable thereto. .,f Yes No Applicantfs Signature j 4plicant's Printed Name r Ljq 4'ba)ik I 4--1-T I F.kj L 'RiF A FINE, SPECIAL. APPROVALS Approved By Building Officia'-��)w Date Date Copied Approved SPECIAL CONDITIONS & COMMENTS: fm Z nin y Fire Dept. Health Dept Public Works County City Engineer Other 3 391 02/04/2003 20:22 7634972068 -)A- PAGE 02 Dow Recekvd: A *11' Dam memat t A lbertvill-C CITY OF ALaF-ffr-b W tvILLE: Bo N X—A Tm 04.0. asq 01F ul� BUILDING PEWPArr P.O. BC 9 PHONE: C763) 497-5106 Check #Xa*. AL.9eRT%nLLF-, MN 55301 *7--97-� / �J-4.,j 12� . pemiltme. '2=T':N Date SubMM*d 13URDING Pn'mdff RZIM T'tzz-- Permit S%11Ch8FgC Pin Ched Leigal DeKdfMan AddMoW. 1+ BkClc; 7— -D.#: GL /A Penalty Engineering Site "replace Plumbing S & W MechaMW Water Metier t]tvrxr OW" r Ardtled ph* L,51 2�L)z zxr.:O= Builds ps"to padn.0 74 5. 4 r; - I 3c c phmt poemd &roan" Type *fWork WAC Her consbWethe AdMon [3 Garage peek 01 SAC VAfth!MSffftM p Skd [3 RMpLace p Aftatio" L71 StDrmW#K Other Other TOTAI, FrE Size otsbUtunne Tote) Square footage Xx 5 Leogth Width 7 Height 4k"s" — Fint Floor zz s ft nd 14 -- M 9 COOR Au4LALLYSIS Typo ul'Coast compm"Dato Lsftateo Vew Use of Bldg. Occu0seq Grp Occupancy Load Zoning District M, �- The undersigWd bweby agmes that, in case such permit is pmtccL that all wo-4 which shall be done wad all umterials wWcb shall be used shall comply with the 10-4 and specifications therefore herewith submitted and with all the ordinances of smell City of Albertville appli bleAcreto Fire Sildnidem Retitilred yes No ApOioWs ftnebre Applicars Pdated Warne- SrEciAL APPROvAiLs Approved BY BUMCZ Wdal Delp Data Copied Approved SPECIAL COM3MOMS & COMMEN S: RV er r," On Me z0fl1ng I %,w, Z-M,V-, AM "CA-nc— 7�>j;L Rre 0 -ept -15jj�� 7 HUM Dept ,T04; , IRE' APA-,---o f�L 7-r--jjta PubliCWolks CountyCity SII�IDe�' Other A F.-Ir4`� ENLARGED PATIO PLAN LO �� 1��/4'=1'-0' 2 Bel= 2 1 i A1.2 A1.2 i LIGHT FIXTURE FB-1 - FB-2 i CMU-4 �• �, ' �• �, FB-I GMU-3 TUBE STEEL FRAME f BEYOND SPOWN DASHED 17 a 1 . I PREFIN. MET L• I I PANEL CHAT I I II PIPE BOLLA II II I I II II SEE 1/A1.1 PROVIDE II II I I LOCKABLE CMU-5 II II LATCH II II I I----IJ-_----=--L---LI�I L-r-- ------ ---------1-r---I------ CONG. FOUNDATION { SEE STRUCTURAL 3 TRASH ENCLOSURE ELEVATION Ail) 1/474-0' IG, ^It 2 TRASH ENCLOSURE '.PLAN �1Ua._p-o, WORTH 1 1 1 OVERALL WIDTH 64 -m 1 15'-0" 1 OVERALL WIDTH i1 FLOOR PLAN — BUILDING 'A' Azi1/8'=1'-0w NORTH O A S S O C I A T E S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, IM N 55108-51 18 PH. (651) 642-92-00 FAX (651) 642-1101 H.J. DEVELOPMENT ALBERTVILLE CROSSING ALBER'MLLE, MN CONSTRUCTION DOCUMENTS 1-13-03 BUILDING'A' FLOOR PLAN TRASH ENCLOSURE PLAN TRASH ENCLOSURE ELEVATION., PATIO PLAN Revisions REVISION #2 DATED 1 /22/03 hereby certify that this plan,specitication,or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of. the State of Minnesota. Jon R. Pope Date 01/31/03 Lic. No. 13041 Comm ss i on No. 34228-02155 Drawn by M.M., PR Checked by S.J. CN Date 01/13/03 04 N O O 3 SHEET 0 0 BLW. a a N " A2el 00 A N O N N C� t 'FORM "DOME" OF EXPOSED CON(. CAP T-6" LONG X 6" I.D. STEEL PIPE FILLED WITH CONCRETE PAINT PIPE OSHA YELLOW :FORM "WASH" AT EXPOSED (CONCRETE SURFACE PAVING OR GRADE LINE IB" TUBE FORM d 0 3." IMIK OF CONC. COVER v . 1 BOLLARD DETAIL �1.1/2'=1'-0' . ,,O/'-- BLUE BACKGROUND WITH WHITE LETTERING - TYP. VEHICID RECo RED ,Ak= FACE MOUNTED 1- .. �i vasn ` 1 ALUM. SIGN FACE . T I ACCESSIBLE 1z I. 11 E F_ z METAL "U" � F_ POST DRIVEN a-� 0 30" INTO GROUND . (ONE SIDED) II SI N Dt= T A ri`�GIL 1. 1/2'=1'-0' BLUE BACKGROUND WITH WHITE LETTERING - TYP. . VEHICLE iD FACE MOUNTED REWIRED , i0,.,. --------� ALUM. SIGN FACE '1ETAL "U" POST DRIVEN 30" INTO GROUND II II (ONE SIDED) _,*� 9 SIGN DETAIL �1.1/2'=1'-0' 11-011 No PARUW I? LOADING -*N-No. -(WHITE.. 15ACKG.ROUND W/ (RED LETTERS (METAL "U" fPOST DRIVEN 50" INTO GROUND (ONE SIDED) w1 SIGN DOE=TAIL 1. 1/2'=1'-0' 1. . R :_ ..5h} r�' -7 4i t1. r lfi- - , - =w - - ;ram r,,, __1 (CENTER MOUNTED e U ALUM. SIGN FACE _1 1n IL� (PAINTED #- " 1M rA E Lu � T I OS DRIVEN B0" INTO O GROUND II (ONE SIDED) I I . 11 SIGN DETAIL_ 1. 1/2'=1'-012 I . I I / / i / . ......!..:� . .. ......... � � �___ - � _ _. ..... 1. . . .. _ �. ,n / ( R O I'`�: f / ..:.:: '' . . , I. . CN 12 2 ... i O �. �. e 3:. �. r; R: 8 0 . : a� ..' 12 STALLS s 9'-O" = 108'-011 3 R e ?e,-� I:.11 =. o I .. N I m \__ 20'-011 24'-0" l0'-0" 1 STALLS 9 9'-O" = 63'-011 16'-6" � / -_ f m i'OLE:.' :� [IGHtP ' f L 5 - . : t . . .1 . . ___ I - - �, \\ _ _ e _ PROPERTI� LINE _ _ O I LIGHT 24'.�1, -``_. POLE 20,-0 5'R O : � i__3 R ..... 20' BUILDING SETBACK 2'R 1... . .. _ '; . -�- . .. -.; `GONG. ro �:. 1': I. = CURB t 147 TOTAL REMOVE EXIST. GUTTER PARKING STALLS ) fl CURB E GUTTER `r f AS REQ'D FOR . r ' 1. NEW CURB CUT % .. 20'-0" 24'-0"' 26'-011 4 STALLS a 91-mll = 36'-0" .. 61 L' l ,',.. :. 3'R 5'R I. . I . . it 3R 11R 1%.....::- I I 20 BIT. AVING ' I 0 I � .... ' _ NEW GONG t e I SEE PEG. 4 I N O 3'R I �°' a .ft' PER CITY . STANDARDS 1 S . 12 I 5 �� I 4 O STOP SIGN A1.1 I 0 A1.1 , PAIN ED ST IPING 24'-011 20' 011 SEE 11/ALl L I 1.0 T. 0 - (TY .) O . . ,. Ie I 5 fR I 31 R -... ,. 51R LIGHT LICsN. ;: 3'R POLL`, 8'-0 6 STALLS g 9'-0" = 54'-0" POI PAINTED HDCP. SYMBOLS Imo - -1 201011 �. . I``` 0 E STRIPING -(TYP.( 51_011 � 2 " I_ 11 I_ II I 11 II I_ II `� 9'-0 2 STALLS 8 0 8 0 6 TALL g 9 -0 6'-0 Il 0 I( . 1. ' Q I = IS'-0" UP ' r ': I� 3'R I':: ` ,.. I'� f I : Q RAMP I "' . V, I ,\ _ I SEE 3/ .I BLDG. ri ti \ . I LAYOUT LINE I Q 5, , . A1.1 N PRE( „. W . 6. QI �I....z aI[O�' J PLAN j _e ;i.�: W�, - ...:.� . 1, ..:;� - .- 0 �_.. ....'. - - - t . _Ln. , . . . z .. 0- _ �• 2 J 'a 0 + FACE OF PIER . . , ' ' m T- . 1. o :,. 11 d' t= / / J'� ..., .:. r I Q f BLED a" / 1 - A / �T� /. 9�A�. / - E !< /" m 1 ; / I� - / /; M / / , j ��+ 0, I: : E %P. / _ S / // / / TRASH e 1 I > > / / / i / /, / N N /// / / / / ENCLOSURE d . ". / 7 '1 -, - .j J. I;: -/, r' l C / BITUMINOUS cz ;, / _ / , / / 1 PAVING SEE - SP I ELECT. 0 T /� /.1 S :7/z/�/ z /- 0 / z SPEC. ��/ /// /I / TRANSFORM a <LfGI : cO �, I /S� S / a SET ON -1 w / - C?LE.:`: i //// / v P / / // / ` Y - '' GONG. PAD / / / SO�I�Y�j / o / �, . U,:...... o / BGD '�: m . I I /,/ / ;/ L/ % /; I LL // //; �� :-W Q LULU j 20' 0" 24'-011 z0'-011 �/ %// ,/ I ,/ / m,' ? w // /� / N. _` , F_ �. I ///% // 51 Sn I / Pt0 / /, ` `` O PYLON SIGN � - ; / / o . S I I 5 // i i .. I. ., . °' SEE DETAIL ;' 1 M / :I�.'. ':.. O 10/Al2 I a A1.1 /PI£ / / j 1 30 / ,/�j I,'. 1 42' HIGHIr I, ., O Q / / STL. FENCE 1 5' � / / i / -PAINT . . .. ;, . p: (� U. f...; ',. ,) aa -_r = „ - . :'' . v.. F t y 1' I: - 1.. J41.-8;;: ,.. FACE OF . ::_I . ,.' 2. ;1., E PER 9 I - , 4 1. v l<,R - . _,,: ; L1��. 8:�.-ram -1!Z . 1 U 5'R �'ICzf fT <; LLC11 i I = 41'-411 8'-0" 14i POLE:;" 61_/fll -' 1pll-All IL I "::. `" OVERALL WILDING WIDTH w [>_ t 1__�f, ;R �, U� R�� II V '<: ; :, LANTMX G-ARE - - ___J I . . t II "[ml,"1011! ' SHOLUN SHADED 11 STALLS 9 9'-O" = 99'-O" 6'-4' � II -(TYP.)' 2 _ _ a _ PROPERTY LINE _ _ _ .. 11 0 e t <, ' ' 'It PAINTED HDCP. SYMBOLS SB. 5 � I I � IQ .j -11",E STRIPING - (TYP.J 10'-/Ai41 SI_011 QI_011 m'l .9 STALLS S 10 'l 7l LL 9'-0 all-oilII 6 . - (. - +- - - II REMOVE ': ! \ H CP. P RKIN 4" H. CONC. BLDG. `� If -EXIST. CURB S GNS - EE WA K O R LAYO I , :,:I 4 GUTTER ETAIL /Al.l SA D BA E LINE I AS READ , 23 11 `� FOR NEW { MAIL BOX `� 11 CURB CUT I STOP SIGN SET ON 4" TH. un �� „ II CONC. PAD `V \ \\`\ 't SEE 11/AI.I I . .. Z a, :0 : ` 1 - I 0 1 1:. J r ` `, 1 N 5 R IF OF PIER � z <:. 1. . 11:1� -, HDCP NE W 1.EW CON( W `` I. HDCP RAMP RAMP 2 • ``' , ' 0 SEE 3/4VI1.1 / // /// ' '//� / / SEE 3/AI.1 PER CITY .:- . / / / ,/ L 1= ' STANDARDS CONC. CURB @ o.'.: /// / / / 0 LOADING / // - / ZONE SIGN ' .I; k GUTTER I I r / / �, . / / / I ` i SEE 10/AI.1 Q aLL. / / /� //; / ' / ' / �' / / L� 61 PREGAS�1 / / //'' /// / / :I _ �'// PLANTER / / 2�1 I // ! = r-:<' , , / / SU. - 1t . EN REz^ z I / z 1 - Q - Q ' ... / J e / 1 1L / / i 'e ; i Q 1 I m // - / / / /' I - e / / e� /. / I . O e r �j/, /. 8.:: a -� - / , ,/ / - `�I.0 it I / / / / 1ILL / _ , : :' .' ELECT. w / / ,�, PQ , ','> T N O ;. SF RA RM N �, 1 / SET ON ,---4�.,-..`.-',n', f( 0 a / / / CON(. A 1 P D / / 1 II I II II 'f II' / - - i / / / 20 0 24 0 20�' I - % -0 3 / _ .I- ,!--,.�-.z'Ui7.-., . ,,,-f� r� _�-�., :j . .II . / I,..,. I it /;xJi//,%,;//,'%%: / / l:.' .'I. 1 . / i Lam, // RE / /,//j ///. i / i , // :, /1�J f 5/Ti /'/ / / / ' i / / //; .1 L. ' .: :. I ,a ,o, /' PrErI / ;/j' ;/j/%;,,', //;�`,j' ,1�; O O� / / / , i// / :: /i / . / / /, / /, ,,� r .I i 5.R 1 Fj .:...,.::..F.,..,. ....:... .. FACE OF =.' .. ...,. r... ... . ,. - .. I PER I :- ILDIPIG: SEfBAt , . .... :.,. =.':" „. e f.. _ - 1 :. 0 n >;: 0 -. .. .. , _ - U I � -PROPERTY LINE LU 0ILU I. . 881-10 1/81, +/_ LL � o- 101-01, U_ sp- 29'-211 .BUILDING LAYOUT FIELD VERIFY OVERALL BUILDING WIDTH STARTING POINT . I 2 SITE PLAN' �0 . �ti1'=207-0' ' PROVIDE A STEELECTRICALNTRLIIGHTNG CTORIS TO PHOTOMETRIC,P']-AN TO THE CITY . ' THAT MEETS CITY'STANDARDS i NORTH PRIOR TO INSTALLATION OF ANY SITE FIXTURES. IIIIIIIIIIIIIIIIIIIIIIIII s NOT USED PARKING LOT DIMENSION SIDEWALK DIMENS'10 1211 (oil I III L I/2 11 EXP. MATERIAL NOTE : IN AREAS WHERE PAVING CONC. WALK OVER SLOPES AWAY FROM CURB C 3"R COMPACTED SAND BASE AND GUTTER, SLOPE SHALL BE / L_ . - -- 1/4"/FOOT - SEE GRADING PLAN 1 ° ° ( . 1. _ ° - 3 I/2"R d d SLOPE 3/411 ° _ . ° Q - - . ,... Ig aR 311p , .... - -- C ° G° d f� dQ . .. - Q 77� Q - r y ° d ° ° ° d I- I 11 1 1-I I I o 0 0 0 0 I + -I -! I .-III-1 I� -.I1I I_ =111=! I IIII-_"- �' , ir- ' COMPACTED BASE -1 I I -I 11=1 I -I I I=1 I I=1 I I=III III-" SUBGRADE III=III I I I(;,I I I„�I I I� � �I I I, H I, II II ,I I -=I I I 5 CONC. CURB DETAIL �1.11/2'=1'-0' o PARKING LOT DIM. , 1211 r 2" (off I FINAL GRADE - SEE LANDSCAPE PLAN NOTE : IN AREAS WHERE PAVING 1 3 R SLOPES AWAY FROM CURB AND GUTTER, SLOPE SHALL BE 1 G _ _ I/4"/FOOT - SEE GRADING PLAN ° _ _ _ SLOPE 3/4" I I I=1 I I:E!I 1I =I I I- 111) ° -1II-III-III-II 1=1 I 1=1111'I_ = d I- ilk -I I- Q L _ . � I/2 R 311. ° d I- III -III - -I I I -I . ° I I EEI I I=I 111=1 1- : 7& °d ° d G 1=1 I I -III I I I; r d moo`; ,- a ° I !III; C!I_I I �'- " / 0 0 0 0 0 0 0 0 o c o I I I -II I Ed!1,I Ill �� l l l l i I 1! o o oI o I -I I I=I, I I- 1 I _! I I=1 I=1 I I o o o o, z;LLI=1 I I„IIII:1- COMPACTED BASE I-1 I -III -III__ I_� -I -I 1=I 1-III-III-III ! I!-1 11=I 1=1 1 11 -! I= -II SUBGRADE '-1 I I -II I-1 I =11 I-III=1 I= I I=1 I LEI 11-1 11 III I-111=11 I III III I !=1 11-111=I 11- I K� CONC. CURB DETAIL 1. 11/2'-19-0' PARKING DIM 811 5'-4" . RETURN SLOPE BEYOND 4" THICK CONCRETE WALK 12111:10 MAXIMUM OVER COMPACTED SAND 53`ASE . I/T EXPANSION MATERIAL I . ( Z�_ ; .J . d a . SLOPE d ° ° SLOPE 3/411 1:12 MAX. I G d ° ° G . ° ° ° d d d d ° 0 .. .1 J A ... `R " n R ° O 11 - „ 3R G Y ° . d I/2' R. d i ° . 4��_ �o -� -.. P�l i=1 111-11- ` I= 1 I - III- NOTE: SLOPED AREAS TO BE IIII I i I I � III- j �� = -1 11=I I I- BROOM FINISH PERPENDICULAR 1 I-1 I _ > __�> I1 I I- TO WALK COMPAC 1' -1 I I- I i 11 I 1 11, I! 1 I I-1 I Imo! 11-1 11 I I I I=sueGRADE 77 .1 .(0 3 CURB CUT DETAIL 1. 11/2'=1'-0' I 57TH STREET NE I 11 iI I1I +aff" -iII IIII 11 11PI I I !i I?I 1 1i . EXISTING I *�ftl % � � GROCERY STORE IIn I I I I I I I I I I I I I I I I I r) F I ■■ ■� / J Mill 4�4:l NMAIVIA ii Oro■�-�■� �l ■ .■ w ■ ♦ IR ii 0 ■ 11 1 ' �'.---- U 1■ '1 �• - iiii► 1OVERAL L SITE PLAN RBI ORTH !1 F. z7a ASSOCIATE S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST.PAUL, MN 5510&5118 PH. 651 ( ) 64 - 0 2 92 0 FAX (651) 642-1 101 H.J. DEVELOPMENT ALBERTVILLE CROSSING ALBER MLLE, MN SnucnoN DOCUMENTS 1-13-03 BUILDING 'A' AND 'B' SITE PLAN Revisions REVISION #2 DATED 1 /22/03 hereb cer y t i f that this Ian ifi ' y p ,spec cat lan,or re or w t as re ared b me or � r P P P Y u de m direct Y supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope P Dale 01/31/03 Lic. No. 13041 III Cormission No. 34228-02155 Drawn bY M.M. PR Checked b S.J. Y Dole 1 0 13 03 M o - N 0 3 O11i3G 1 . s . I s . Q 0 . . I N Lo in m N N . i 0 � F F.-r4`� ENLARGED PATIO PLAN 10 All/ 1/4'=1"_0, NORTH LIGHT FIXTURE FB-I FB-2 I GMU-4 FB-1 2 CMU-3 TUBE STEEL FRAME BEYOND SHOWN DASHED 17 A6.1 G.M.U.-3 C.M.U.-2 4 PREFIN. MET L- 1 ill Jill PANEL GAT II II PIPE BOLLA II II I I I j j I SEE 1/Al-1 PROVIDE L©)CKABLE CMU-5 I I I I LATCH I I I I I I r--��--=---------ILJI�i_—�,------ -----=--1— I------ CONG. FOUNDATION SEE STRUCTURAL s TRASH ENCLOSURE ELEVATION o AZ1 1/474-0` M. T11 K2 TRASH ENCLOSURE PLAN- 1-01 - F'-,��, GE OF PIER A -- r ee 0 0 i D - 0 e a _1 z � — �� E 6� O G e� N I - e 00 N I H N -- J - rFACE OF FIEF I 1 , N— OVERALL WIDTH 64'-0" 1 15'-011 Qj 3 21 - 411 Q Z3'-4" 'IS'-2" 18'-Im" 15'-011 21-011 2'-011 V-011 21-IL �11 21'-411 1161-211 I 16'-2" 14'-811 I I, _0„ I 1' -411 1'-0" I'-0" i 1III-Oil 1'-v 411 � I LOL I LU LL I I I I I I 2 4 $ 12 I A6.1 A6.1 A6.1 5 9 13 A6.1 A6.1 A6.1 6 10 I 14 A6.1 A6.1 I A6.1 I 1 I 7 SIM. 2 11 51_611 31.411 �-4 15 2 A5.3 A6.1 A5.1 A6J 5'-4"x '-0" GONG. A6.1 A2.1 STOOP W/ FROST 1 2 3 FACE OF BRICK ' FOOTI 16.1 A6.1 A6.1 I ABOVE 0 - 0 d - I I OF ER B FACE Pr N - B N - - - / _ SIM. ` - 3'-4"x6'-8" GONG. - 1 STOOP W/ FROST I � A5.2 ME#L ROOM FOOTING - I -JHIPS LADDER W/ 1 A101 I 10° © YO"x42" INSUL. ROOF - HI ATCH 6i I R H N CIA A5.1 3115/8" MET. STUD iI Ii ENCL08Uf� SRAMING W/ FULL TH. SCROUND BATT INSUL., A5.3 411 PIPE $/8 TYPE X GYP. 7 I 8 BOLLARD IRID. EA. FACE A5.2 9 14'-4" (5 THUS) _ in EXTENDED TO ROOF SEE 1/A1.1 co _ IDjECK 4 SEALEDI II -101I 111_ N 3't0 / I 61'-Po'II v 15'-01, - � 1'-4" 21-211 23'-6" 26' 011 26'-011 o� 4'-0"x5'-4" �ONC. 1'-011 __ yl STOOP W/ FRR�OST FND. r I � cA _1 N / N N N AUPAW SLAB MACE CONTROL A1oo JOINTS 5,M 80. FT. DRAIN LU VN LU I N O I 4'I REINF. CONC. SLAB 1 OVER SAND BASE 11-6" — - 11 -011 4 1/2 - N - N f� I. 1'-0" / N a5.1 I 111'6 2' 811 4 FACE OF PIER 1 = ' Ai6.1 A5.2 I in .... I I e ED � FACE OF BRICK 2'-6"x8 -4 CGONG. ABOVE A5 I 2 I STOOP W/ MOST I FOOTING J O - 2 I T I I PATIO 3'-011 4 1/211 42" HIGH LATCH ABLE cv N 1'-4" -811 I I I GATES W/ SPRING HINGE I 11_'4,t11 241-011 j 1 SIM. A5.1 I N H FACE OF PIER n4 � FAGE OF BRICK' ABOVE 1 42" HIGH MET. I II I 1 FENCE -SEE 5/A3.1 a I a I ,L 11_Q11 4"2'-811 _0� I'-0" 1'-0" I1_011 I 2'_811 U 1'-411 2'-0" 2'-0'I T-0" T-811 2'-011 I 15' -01, 11_411 21_411 Y/ 'T ll'-011 III -Oil tl-4111 — 14� 11 A2., 1 3 4 6 7 41'-4" 1 31'-81, OVERALL WIDTH � FLOOR PLAN — BUILDING 'A' AV) 1/89=1'-0' NORTH 0 0 ASS 0 C I A T E S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST.PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT ALBERTVILLE CROSSING ALBEFiMLLE, MN coNsrHucnoN DOCUMENTS 1-13-03 BUILDING'A' .FLOOR PLAN TRASH ENCLOSURE PLAN TRASH ENCLOSURE, ELEVATION I PATIO PLAN Revisions REVISION #2 DATED 1 /22/03 hereby certify that this plan,specitication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota, Jon R. Pope Date 01/31/03 Lic. No. 13041 Commission No. 34228-02155 Drawn by M.M., PR Checked by S.J. Date 01/13/03 0 N O C� 3 C�LiLL'T O ►711L�T1 �LV� o BL• co a Q • I n, O N N ' I') FORMi "'DOME" OF EXPOSED CONIC. tCAP T-6` LONG X 6" I.D. STEEL PIPE; RLLED WITH CONCRETE PAINTr fPIPE OSHA YELLOW FORMi "'WASH" AT EXPOSED CONCa�RETE SURFACE PAVINgG OR GRADE LINE 18" TUBE FORM ;" MIN. CF CONC. COVER BLUE BACKGROUND WITH WHITE LETTERING - TYP. R OURED ,.----- ,FACE MOUNTED UP ° Ti ALUM. SIGN FACE iMETAL "U" (POST DRIVEN :30" INTO GROUND (ONE SIDED) II r8-s� SIGN DETAIL_ �1.1/2'4-0' BLUE BACKGROUND WITH WHITE LETTERING - TYP. FACE MOUNTED ALUM. SIGN FACE METAL "U" POST DRIVEN 30" INTO GROUND II II I (ONE S DED) 9"� SIGN DETAIL 1. 1/2'-1'-0w 11-011 NO PAFKM LOADWO ,zow_� LUHI!TLE. BACKGROUND W/ I RED) LETTERS MET/AL "U" POSIT DRIVEN `r 30!" INTO GROUND (ONE SIDED) 10� SIGN DETAIL 1. 1/210=1'-01 - CENTER MOUNTED U ALWM. SIGN FACE ;n PAINNTED ME-:TAL 111111 � - POST DRIVEN 300" :INTO GROUND (ONE SIDED) r-n` SIGN DETAIL 1. 1/2'=1'-0' 5-B. 12 I , O I ' STOP SIGN 1.1 = 4 I 24'-0" 2 SEE it/AI.I 1 A I 0 PAIN ED STRIPING O D A1.1 �-- (TY .) O I. 0 5'R 3'R LIGHT: LIGN 3'R 5'R POL N 8'-Oj" 6 STALLS g 9'-0" = 54'-0" POLE PAINTED HDCP. SYMBOLS 20' 0" I 0 $ STRIPING - (TYP.) 5,_011 2 2 STALLS 8'-0" 8'-0" 6 TALL 9'-0" 6'-0" III -011 _ 0 I� \\ u' 3'R RAMP 5;': SEE 3 l BLDG. LAYOUT LINE I. PREC . Q z " , � ., PLANE ;I Y `:. N ... IL LU t IFACE OF PIER ELI 5B .� a r/ K 7 , 1. �/1 . S — I N / / 1 / cn _ J E1� � P� - = o_ / / //, . TRASH 0 / ENCLOSURE o r /N� BITUMINOUS I �� S ELECT. z z PAVING -SEE (, E� :r / / Y TRANSFORM SPEC. L. IGH/ PE a _ N SET O / :°Y ' CONIC. PAD w w 20'-0" 24'-0" 20'-0" — > �n 0/ PYLON SIGN SEE DETAIL `:.>I `. 6, / �G 10/4I2 I A1.1 ///PIEI 42 HI NC I HIGH STL. FENCE - AI P NT , r , e OF I �E PER cfJ - FAQ r — t I w 5'R .'LICsNT<: a 41'-4" 8'-0" I I - �� POtr 19 -4" 20' 0" I 11 - OVER LL E53L ILDING WIDTH UZE Q- Li SHOWN SHAIbED Il STALLS 6 9'-0" = 99'-0" 0 (TYP.) 2 _ PROPERTY LINE - 1 + �r PAINTED HDCP. SYMBOLS gB 5 I `r :_. k STRIPING - (TYP.) ...."... 20'-011 24'-0" 10'-0" 8�'=011 8'_0" 8'_0" 9 STALLS 9'-0" = 81'-0" 11'-6' HDCP. PAWING 4" rH. CO C. 5 \ S GNS - 5EE WA-K OVER LAYO I I IETAIL /A1.1 SAD 11,41, E LINE 2J1 I MAIL BOX I SET ON 4" TH. STOP SIGN j SEE IVAU w f'. GONG. PAD I - _ ZI.1j, 1 0 AGE I :F OF PER !. HDCP RAMP .NEW CONIC m I / , / / / APRON w HDCP RAMP' �/ / / / SEE 3/Al-I .r .:., . '... 0 SEE 3/ALI SB 3/ - I I :.{ PER CITY I I � _f _ j /� JI. de LOADING STANDARDS GONG. CURB . ' ' j/ , // 1.. M : ZONE SIGN E GUTTER >I: I SEE 10/A1.1 I I I0 PRECAST1 e PLANTER m - z z e t Es , L 1 / 6T - 1 Oro I 0 ELECT. w WTI NSFO cp TRA RM O SET ON I 0 / AD / NC. P / CO 1 / I 0 I I u 41� 20 3 J' 20 24 0 I LIT / /18 / I i REMOVE EXIST. CURB E GUTTER AS REQ'D FOR NEW CURB CUT s NOT USED kl.V 11/2,=19-0, PARKING LOT DIMENSION SIDEWALK DIMENSION 12" 211 9,11 1 /2 11 /L 5�XP. MATERIAL NOTE : IN AREAS WHERE PAVING 3"R sC"FONC. WALK OVER COMPACTED SAND BASE SLOPES AWAY FROM CURB AND GLITTER, SLOPE SHALL BE 1/4"/FOOT - SEE GRADING PLAN 3 I/2"R 4 ° SLOPE 3/4" - I� aR 3"R = - 4 t 4 4 ..I" r is 0 0 0 0 ° ° I I" III —III I I =1 —I 1I- COOMPACTED BASE —III-II!111III,��III��III��IIiI�T�III-��,III,,III=III—� yUBGRADE 5 CONIC. CURS DETAIL 1. 11/2'=1'-0' PARKING LOT DIM. 1211 1 2" 611 nNAL GRADE- ViEE LANDSCAPE PLAN NOTE : IN AREAS WHERE PAVING 3"R SLOPES AWAY FROM CURB AND GUTTER, SLOPE SHALL BE 3 1 1/2"R —I I I =1 1 ii 1/4"/FOOT -SEE GRADING PLAN III—i I I —III illlll— SLO " ° 0 ° _ = PE 3/4 I —III —III—! I =—I ......... .. I/2 R ° 311fe -III-III-III—I'III �-W 2M4 III —III —I I I� o0-2-6� ,o—I I I —I I I —I I1oMPACTED BASE , o o- 00 0 I� III=1 I �-1 I I —I I �—, w � —,�. —_—_ �� - I —I I —I. I I—III=1 I I=1 I I —III —III —III —I' I ;III —I I !- 1= I CIUBGRADE =1 I=1 i t-1 i t=1 I I=1 I —I i 1=1 I —III—' � CONC. CURS DETAIL �1.11/2w -19-09 PARKING DIM RETURN SLOPE BEYOND 4" THICK CONCRETE WALK 1211 1:10 MAXIMUM OVER COMPACTED SAND BASE 1/2 EXPANSION MATERIAL SLOPE ° 4 1.12 MAX. ° SLOPE 3/4" 4 ° 1�° 11 1/2 3R °" ° °4 4 NOTE: SLOPED AREAS .TO BE BROOM FINISH PERPENDICULAR TO WALK �SUBGRADE -1 (*3 CURB CUT DETAIL EM 11/21=1'-0' 57TH STREET NE .19 I4 I U I I I I 1 FACE OF , P,r' IE R I T.�i�ING' �� 1 . at a 1 : I yV' I , w p� LLj PROPERTY LINE U 88'-10 f/8° +/- i o_ i0'-0" i �- 29'-Z" f3�iJILDING LAYOUT FIELD VERIFY OVERALL BUILDING WIDTH �ifAFifINGW Mow I - -, OVERALL. SITE PLAN 2 SITE PLAN NOTE, (� 9 fPROV DE A s TE L IIGHT NG ELECTRICAL CONTRACTOR IS TO At1 1'=100'-0' 1'�20'—®(PHOTOMETRIC PLAN TO THE CITY t 1THAT MEETS CITY STANDARDS SI�OINSTALLATION OF ANY NORTH CI T FIXTURES. LM � o� 0 IIIIII�n�lllll4l EXISTING GROCERY STORE NO-RTH 000 ASSOCIATE S A RCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, M N 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1101 H.J. DEVELOPMENT -4 TA *' '1 � �' ' � 101KNO CROSSING ALBERTVILLE, MN CONSTRUCTION DOCUMENTS 1-13-03 BUILDING 'A' AND 'B' SITE PLAN Revisions REVISION #2 DATED 1 /22/03 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Date Ol 31 03 Lic. No. 13041 omission No. 34228-02155 Drawn by M.M., PR Checked by S.J. 03 01 13 Dale / / 0 0 11 N 0 3 J11Lt:+ 1 0 0 , 0 a U N e c N N i l ,� �F /� ENLARGED PATIO. PLAN a - 0 IN �►�.1 1/4'=1'-IOC NORTH 1 1.2 111 Ig6HT FIXTURE i FB-2 GMu-4 FB-1 2 cMU-3 TUBE STEEL FRAME BEYOND SHOWN DASHED 17 - ns.1 crl.u.-3 G.M.U.-2 4; PREFIN. MET>bL• II I I PIPE BOLLA PR('OVIDE II II I V � PANEL CHAT I I SEE ' I I II I LO.CGKABLE GMU-5 II II LA�;iicH IUI I I 1----I�---------------1-1�1-------- L------ F-------------- =----I—r---I cONG. FOUNDATION SEE STRUGTUf;,;-AL Uj TRASH ENCLOSURE ELEVATION 0'-� TRASH ENCL SI). 1/47=11-Of PLAN FX-E OF PIER N , , Nt W LU is lu u 1'-4" - l9 -0 (OVERALL WIDTH 64'-0" � FLOOR PLAN —BUILDING'A7 nzi 1894-0• 0 0 A S S O C I A T E S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY. PARK DRIVE ST, PAU L, M N 55108-51 18 PH. (651) 642-92-00 FAX (651) 642-1 101 - - t - _ .:• :y:....:.�. g, tittii:Fts fp . �B �E 59 now Z H.J. DEVELOPMENT ALBERTVILLE CROSSING ALBERT VILLE, MN BUILDING'A' FLOOR PLAN TRASH ENCLOSURE PLAN TRASH ENCLOSURE. ELEVATION PATIO PLAN.. REVISION #2 'DATED 1 /22/03 N I i H J hereby certify that this plan specification,or oIreport was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. a LL- 411 I Jon R, Pope -2--0 Date 01/31/03 Lic. No. 13041 NORTH - Coami ss i on No. 34228-02155 Drawn by M.M.; PR Checked by S.J. C 01/13/03 Date M O N Q O o SHEET o BU)G. A2el. Q N 04 O 04 N Cq -- KInD-ru_ - ---.. .--- -� -- - - - -- - - --- - - -- GENERAL NOTES: 6 GENERAL CONSTRUCTION NOTES: GENERAL MASONRY' iNOTES: STEEL JOIST NOTES: 1. Reference Standards: Unless otherwise noted, all standards shall be 1. All mortar in beerning walls shall be Type S above grade and Type M 1. Field we all steel joists to beams and angles or plates cast in bond current edition, with latest addenda if applicable. below grade. beams as follows: "K" series steel jroists minimum 2" of 1/5" fillet 2. Contractor shall verify all existing dimensions, member sizes and 2. Provide continuo?us bond beams with two *5 continuous near the top of field weld both sides, and "LH" seri;�s steel joists minimum 3" of 1/4" Field conditions prior to any demolition, fabrication, construction or all bearing wails,tand end walls or at joist bearing elevation. See Fillet field weld both sides, unless noted otherwise. installation and notify engineer if conditions, materials, sizes and details for angles and plates cast in bond beams. dimensions are different from those shown. 3. Provide grout under all steel beam or lintel bearings a minimum of 5 2. All "K" and "LH" series steel joist b6idging to be sized as per SJI specifications and field welded to E'tee[ joist and anchored solidly to 3. The contract structural drawings and specifications represent the courses down, fo?r a 16" length of wall, (unless noted otherwise). end walls, unless noted otherwise. Finished structure. Unless otherwise indicated, they do not indicate the means or method of construction. The contractor is solely 4. Wire reinforcing {fcor single-wythe concrete block walls and multi-wythe 3, All "K" series steel joists shall have.e2-1/2" deep end bearing, and responsible for the protection of the structure during all phases of concrete block or brick and concrete block walls shall be a hot dipped shall bear a minimum of 4" on masonry] and 2-1/2" on steel. All "LH" construction and installation. Provide all measures necessary to galvanized, correosion resistant 9 gage horizontal joint reinforcing. series steel joists shall have minimum F5" deep end bearings, and shall protect the structure, workmen or other persons by means of shoring, 5. Grout for wall cealis and bond beams shall be 3,000 P.S.I. Fill at all bear minimum of 6" on masonry and 4i.'" on steel. When beams or girders bracing, etc. As a part of this responsibility, retain the services vertical or horizontal reinforcing noted on plans, details or have joists bearing on one side only, provide full joist bearing on of a licensed structural engineer to design and supervise any schedules. beam or girder flange. Where joists; (bear on both sides of beam or scaffolding for workmen and all shoring and elements of construction. girder, butt joists or provide maximium 1/2" gap. 4. Cross reference all dimensions and details with architectural and 6. Multi-wythe cavity walls shall have the Full air space shown on the details. Multi-wyj�the composite walls shall have the collar joint 4. Joist and structural Fabricators to sl;mow all field welding mechanical drawings before commencing any fabrication and/or Fied solid with�Qrout, requirements on shop drawings. construction. 5. Details and conditions not specifically shown shall be constructed in p y 1. Block face shelle, and cross webs forming cells to be filled with grout 5. All beams and girders shall be level( and true to line, base plates accordance with details shown for similar conditions and material. shall be full bedcded in mortar to prevent leakage. p g grouted and anchor bolts tight bef'rore any steel joists are placed. 6. Shop drawings prepared by suppliers, sub -contractors, etc. shall be 8. Consolidate all grout by puddling or vibrating. 6. The structural Fabricators shall furl all plates and angles cast in reviewed, coordinated and signed/stamped by general contractor prior to submittingto the engineer. g 9. Masonrywall cellb3 to be filled with rout shall be Filled in lifts g be bond beams, etc., to pick up steel jooists and steel deck jp not exceeding 4--0". High lift grouting can utilized at the 1. Verify location of all box outs and openings with mechanical contractor's opVkon. Provide clean outs at each bar location. 1. Camber' "K" and "LH" series steel jciists as per SJI specifications, contractors. Opening sizes and locations shown for pipes, ducts, 10. Vertical reinforciing bars shall be held in position at top and bottom unless noted otherwise. mechanical units, etc. are for general information only and shall be and at 192 bar ditameters. Length of reinforcing bars to be coordinated verified with mechanical contractor before commencing the work with general contractor and masonry sub -contractor. 6. All welds shall be made in accordance with the latest standards of the AWS. DESIGN CRITERIA LOADS AND STRESSES: 11. vertical reinforciing shall be lapped at all footing dowels to vertical CODES: wall reinforcing ]Locations and at all vertical wall reinforcing 9. Joists, at or adjacent to columns, shfa'll be bolted to their supports 1. Uniform Building Code (1991) with State of Minnesota Amendments (11398). splices as followis: per OSHA requirements. 2. American Concrete Institute - (ACI 318-95 4 ACI 530-95/A5CE 5-92). *4 BAR = 24" 3. American Institute of Steel Construction (AISC) 9th Edition. *5 BAR = 30" STEEL DECK NOTES: 4. Steel Joist Institute (SJI). % BAR = 36" 5. American Welding Society ]AWS). 19 BAR = 42" 1. All steel decking shall conform to th-e AISI "Specification for the 6. Brick Institute of America (BIA). Unless noted c-therwise on the drawings. Design of Light Cold -Formed Steell `Structural Members" and the 1. Steel Deck Institute (SDI). 12. Walls must be guyed and braced until floor and/or roof systems are in place. specifications of the Steel Deck Imikitute. Thickness, type and LATERAL LOADS: properties of decks shall be as shown on the drawings. Seismic: Zone zero 13. Inspection of reii�'iforced masonry is not required. 2. All steel deck shall span a minimum off three spans, unless otherwise Wind: Basic Wind Speed = 80 mph± Exposure = "B" CONCRETE SLAB Ai010 JOINT NOTE AND DETAILS: approved. LIVE LOADS- 1. Construction Joiixits (Const. A.) - Pour interior slabs on grade in 3. Field weld steel roof deck to supporting members with 5/8" diameter continuous lanes ror checkerboard pattern. puddle welds 6 36/4 pattern. Where; areas of warped deck occur Field 40 PSF Roof snow load + drifting weld steel deck maximum b" o.c. at mill supports. DEAD LOADS: a. Continuous Dines - 40' maximum width with construction joints occurring at(ccolumn centerlines. 4. Steel roof deck shall have 1-*10 TEK screw side lap connector installed between adjacent support;. 25 PSF Steel roofs stem y b. Gheckerboaircd pattern - 40' maximum dimension with construction t rtin at column centerlines CONCRETE: lf'c) at 28 Days Join s occur g 2. Control Joints (C .J.) - Locate sawcut (1/4" x 1" deep) or zip strip 4000 PSi Slab on grade control joints to)(create approximately square panels with the 3000 PSI Footings following maxlmurm dimensions: 4000 PSI Exterior platforms and sidewalks 4000 PSI Stub columns a. Exposed Finitshed slab - 20'. 3000 PSI Block core and bond beam fill with 3/8" max. aggregate b. Finished slab to be covered with vinyl the or carpet - 30'. 3500 PSI Slab on steel deck c. Other condie ons - Verify control joint limits with Architect. All exterior concrete work shall have 5°ro to 1% air entrainment. STEEL: (N) 60,000 PSI ASTM A615 grade 60 reinforcing 15,000 PSI ASTM A185 welded wire fabric 36,000 PSI ASTM A36 plates and angles, etc. 46,000 PSI ASTM A500 grade B structural tubes 35,000 PSI ASTIM A53 type E or S, grade B steel pipe 50000 PSI ASTM A992 all wide flange sections MASONRY: lf'm) 1500 PSI concrete masonry FOUNDATION LOADS: 2500 PSF soil bearing, based on soil report prepared by Independent Testing Technologies, dated 4/9/03 (report *03-050). TEMPORARY BRACING: I. Provide temporary lateral support for all walls where grade varies on the two sides until slab has reached its design strength. 2. Provide required temporary bracing for structural steel until permanent bracing and walls are in place. 3. Provide temporary bracing for all walls, concrete, masonry, light gage metal or wood until they are of adequate design strength and are properly anchored in final form. GENERAL FOUNDATION NOTES: I. All foundation excavations, backfill and compaction shall be inspected and certified by a qualified soils testing firm prior to the construction of any footings. All reports are to be submitted to structural engineer. 2. Cross reference all architectural, mechanical, electrical and structural drawings to assure proper dimensions and placement of all anchor bolts, inserts, etc. 3. All footing elevations shown are to top of footings, unless noted otherwise. 4. All footings are centered under walls or columns above, unless noted otherwise. 5. Continuous wall footings up through 1'-&" wide to be 10" thick Footings over 1'-5" wide to be 12" thick, unless noted otherwise. 6. Provide wall footing reinforcement as follows: Footings up through I'-I1" wide = 2-04 cont. Footings 2'-0" through 2'-8" wide = 2-*5 cont. Footings 2'-9" through 3'-4" wide = 3-*5 cont. 4 114 -8 12" transv. See details for reinforcing in all footings over 3'-4" wide. 1. Furnish *4 and 15 continuous wall footing reinforcing in stock lengths. Field bend *4 around corners and through footing steps. Shop bend *5 through footing steps and around corners. Lap continuous footing reinforcing minimum 15" at splices and stagger splices. 8. Cast dowels in footings for concrete columns and walls above. Dowels to be same number and size, as the vertical reinforcing, unless noted otherwise. Dowels are to project from footings 30 bar diameters or a minimum of 24", whichever is greater. Provide 90 degree bend in column footing dowels. Wall footing dowels are straight, unless noted otherwise. 9. Provide welded wire block reinforcing in all masonry walls at lb" o.c. maximum spacing. 10. Shore all foundation walls before backfilling and compacting. II. Provide bx6 WI.4xWlA W1U.F. (6x(o 10/10 W.W1=-) in all slabs on grade and entrance platforms, unless noted otherwise. GENERAL CONCRETE NOTES: I. Concrete construction shall comply with all the requirements of the "ACI Manual of Concrete Practice" by the ACI. 2. The "ACI Detailing Manual" by the ACI shall govern detailing and Fabrication of all reinforcing steel, unless noted otherwise. 3. Reinforcing supplier to provide all accessories, chairs, spacing bars and supports necessary to secure steel in accordance with "Manual of Standard Practice" by the Concrete Reinforcing Steel Institute. 4. Supplier shall provide plastic chairs and bar supports in all areas of exposed concrete. 5. Provide minimum concrete protection for all reinforcement as follows: Cast against and permanently exposed to earth = 3" Exposed to earth or weather: *5 bars and smaller = 1-1/2" % bars and larger = 2" Not exposed to weather or in contact with ground: Slabs, walls 4 joists (03 to *11 bars) = 3/4" Beams, girders 4 columns, main reinforcement, ties, stirrups or spirals = 1-1/2" (o. Provide corner bars at all walls, grade beams and edge beams. Corner bar to be the same size and spacing as all horizontal bars. 1. No aluminum of any type shall be allowed in the concrete work, unless coated to prevent aluminum concrete reaction. Maximum outside diameter of embedded conduit shall be no larger than 1/3 of the slab thickness and the conduit shall be placed such that it does not significantly impair the strength of construction. Cl. Rough Slabe No limit. Create construction joint where rough slab meets minished slab. 3. Place slab reinfmrcing between 1/4 and 1/3 of slab thickness down from top of slab. 4. See architecturall drawings for all floor finishes, slopes, recesses, Floor drains, gutters, etc. 5. Provide thickened slabs at masonry partitions and Const. Jt's. as detailed below.. STRUCTURAL DRAWING 5P5 ET INDEX: 51 GENERAL NOTES 52 FOUNDATION PLAN, 5CHEDULE5) 4 SECTIONS 53 ROOF FRAMING PLAN 4 SEGTiOrNS 54 SECTIONS DRAWING SY i50L LEGEN' ,-Section Number FX Footing Mark CX Column Mark OPlan Note Fx_1 Masonry Pier OVert Wall Reinf ARevision iNSPEfCTION 4 TESTING SCHEDULE MATERIAL STPECIF[CATiON FREQUENCY AGENCY FREQUENCY REFOR DESCRIPTION Earthwork 02200 Full Time Testing Agent Work is done 1101.5.13 Concrete 0%1100 / 03300 Periodic Testing Agent Weekly 1-101.5.1 Concrete Reinforcement 03200 Periodic Testing Agent Weekly 1-101.6.4 Bolts in Concrete 0B300 / 05120 Periodic Testing Agent Weekly 1-101.52 High Strength Bolting 05120 Periodic Testing Agent Work is done 1�01.56 Welding Structural Steel 05120 Periodic Testing Agent Work is done 1-101.55 Welding Metal Deck 05300 Periodic Testing Agent Work is done 1-i01.5B 6. Provide a preformed isolation joint in concrete slab at columns. The EARTHWORK. isolation joint can be either a circular or diamond shaped pattern. 1. Observe all subgrades and excavation bases below footings and slabs PARTITIONS, SEE ARCHITECTURAL before construction of footing is prerformed. z / PLAN FOR SIZE AND LOCATION. z 2. Verify footing bearing surfaces and (depth of footing below frost 2-"4'5 CONT. UNDER S" 4 12" depth.; ;Q / MASONRY PARTITIONS ONLY. 3 Verif materials for backfilling excavation PARTITION FOOTiNCa (MESH CONTINUOUS4') I" X 3" CONTINUOUS KEYWAY. PARTITION WIDTH +6" OR ___44 MINIMUM OF 1'-0". CONSTRUCTION JOINT (STOP MESH AT CONSTRUCTION JOINT) GENERAL STEEL NOVES: 1. Construction of structural steel shall comply with all the requirements of tthe "Manua I of Steel Construction" by the AISC, eth Edition. 2. All shop connectriions shall be welded or bolted, field connections shall be bolted.. ;Bolted connections shall be Bearing Type (snug - tightened) and shhall be made with a minimum of 3/4" diameter ASTM A325- N Bolts. Direct: (Tension Indicators are acceptable substitutions. 3. All welds as per' (latest specifications of the AWS E10xx electrodes. 4. Expansion bolts -shall be "HILTI KWIiG BOLT" or "HILTI HIT ANCHORS" manufactured by¢ "'HILTI Fastening Systems" (or approved equal). Install anchors im:strict conformance with bolt manufacturer's instructions. 5. Before encasinepsteel columns in concrete or masonry, paint column bases and tops col` anchors bolts with asphaltic paint. 6. The structural FaL6ricator shall furnish all plates and angles cast in bond beams or concrete walls or columns to support steel joists, beams and steel deck. 1. 'C' denotes beamm continuous over columns, 'S' denotes beam splice, 'S' denotes cantilllever beam splice and 'ES' denotes beam expansion splice. 6. All steel beams slhall be true to line and elevation, column base plates grouted arnd anchor bolts tight before any loads are placed. 9. All column base and cap plates to be welded around all sides. 10. Bottom plate of';steel lintels shall be welded to the beam with 3/16" Fillet weld (bothi:sldes) 3" long at 12" o.c. 11. All welds not specified are 3/16" Fillet weld, continuous and/or all around. 12. It is the general contractor's responsibility to shore and brace all beams carrying maasonry above. 13. Structural Fabrica'z.tors shall show all Field welding requirements on shop drawings. 14. Fabricator shall select AISC simple shear connections For steel beams capable of carryjing either the reaction load indicated or the reaction load calculatedliand based on tributary area or at a minimum 50% of the total shear capaicity. 16. Erect and maintalin temporary bracing to insure the alignment and stability of the sttructure during erection until permanent connections have been complleted. 17. Cuts, holes (openilnes), etc., required in structural steel members for the work of other trades shall be shown on the shop drawings. Burning of holes and Lutes in structural steel members In the field shall not be allowed, excerpt by written permission From the engineer. y 4. Verify compaction is performed in acccordance with ASTM Dbe& 5. See Section 02200 for additional rrequirements. CONCRETE FORM WORK: I. Observe erected form work, shoring] •and bracing to ensure that work is in accordance with form work desigIm and shop drawings. 2. See Section 03100 for additional requirements. CONCRETE REINFORCEMENT: 1. Verify reinforcing bar grade. 2. verify reinforcing bar size and placement. 3. Verify that bars are Free of dirt, excessive rust and damage. 4. Verify reinforcing bars are adequatrely tied, chaired and supported to prevent displacement during concrete pour. 5. Verify proper clear distances between bars and to surfaces of concrete. 6. Verify bar laps for proper length arnd stagger, and bar bends for minimum diameter, slope and length. 1. See Section 03200 for additional rrequirements. CONCRETE: 1. Submit proposed mix design for each class of concrete prior to commencement of the work 2. Sample and test all cast in place concrete. 3. Verify ready mix concrete. 4. Observe placement of concrete. 5. Observe protection and curing of concrete. 6. Observe and inspect bolts and anchor rods installed in concrete. 1. See Section 03300 for additional rr�equirements. STRUCTURAL STEEL: I. Observe high strength bolting. 2. Observe field welding. 3. Observe installation of mechanical anchorage devices. 4. See Sections 05100, 05200 and 0�300 For additional requirements. OPEN -WEB STEEL JOISTS: 1. verify size and grade of joists upon placement. 2. After setting, verify proper bearingj leength is provided. METAL DECK- 1. Verify type and gage of deck 2. Verify span is in proper direction. 3. Verify size, spacing and quality of puddle weld. 4. Verify side lap fastener spacing. 5. See 05300 for additional requiremrents. SECTION TARGET Number m Number Number DETAIL TARGET Section Number X SX.X Sheet Number ELEVATION TARGET FCO 17)T A S S O C I A T I ARCHITE INTERIOR DESIGN 1255ENERGY PARK ST.PAUL, MN 5510E PH. (651) 64- FAX (651) 642 H.J. DEVELOPMEN' WIG -""Ili o,F1, ALBERTVILLE, MN 621 Lilac Drive Nor Minneapolis, MN 5' £ 4 (763) 545-9196 x Fax (763) 541-0056 11f J> 3 _: m .............. ..:..3: www.clark-eng.com ENGINEERING CORPORATION CONSTRUCTIOI ISSUE 4/21/03 BUILDING 'D' GENERAL NOTES Revisions STEEL PACKAGE 4/. 1 hereby certify that this plan,specificat ion,ol report was prepared by me or under my direct supervision and that I am a dui Licensed Engineer under the laws of the State of Minnesol Cory C. Ca Dale 4/21/03 Lic. No. Cana i ss i on No. 34228-0� Drawn by I Checked by < Dale 4/2 Clark Ena. Commission No. SO IF SHEET aoo ASSOCIATE S 12'-0" ABOVE GRADE VERIFY W/ ARCH. j FINISH BRICK, SEE ARCH % S2 � S2 1'-4" SQ. PIER, DWL.— / TO CONC. WALL. I'-0" a ll_ {III 10'-011 11_411 r /a / I'-�II 2-01 DWLS, LAP 38" EMBED 26" 2 / 52 VER. GRADE, SEE ARCH 4 CIVIL fi 0 O� :.. SII m 811 16'-0" x 8'-0" x 20" GONG. FTG. j a� 16'-0" 1 PYLON SIGN ELr=YATION 3' - 411 11-011 11.41I 11_011 DWLS. g 32" O.G. PIER BEYOND 4 PRECAST CAP, SEE ARCH BITUMINOUS, --- � SEE CIVIL tr cW / 1M I I; o I I -III: ' PIER REINF BEYOND =i I O = I I=1 Ht 8" G.M.U. WALL W/ 116 FII =i i— z = - ° *4 HORZ 00 12" OC EF VERTS. 9 32" O.C., DWL. III=c� _ � I —III TO FTG. 4 EXTEND TO =0 O 11-1 I L.: " TOP OF WALL, GROUT `� CORES W/ VERTS. SOLID Iv 1 Ili- I,-11 • VERTS 6 16" OC EF 1 w a GONG. FTG, SEE PLAN AND GENERAL NOTES 2'-4' 2 f'i_411 ° . 4 SECTION T.S. 4" x 4" x 1/4" STL. 1, I POST, EMBED. 4'-0" / co r I I I I h I INTO GONG. PIER 12" x 12" CONC. PIER W/ 4-#(o VERTS. 4 03 TIES is 12" O.C. (2 THUS) 5 S2 4 11 14411 'f I I II 5" GONG. SLAB ON GRADE W/ #4 6 16" O.C. EACH WAY - SEE ARCH/CIVIL FOR ELEV. e -' 0 N I I T.S. 8" x 8" x 1/4" STL. POST, EMBED. 4'-0" INTO CONC. PIER a0 16" x 16" CONC. PIER W/ 4-% VERTS. 4 03 1 -8 82 TIES 6 12" O.C. FTG. �t N ({yj ll 1 � 811 = 811 5 151-0" S2 PLAN OF TRASH ENCL05URE PLAN NOTE: I.) .VERIFY ALL DIMENSIONS W/ ARCH. DRAWINGS. 2.) VERIFY LOCATION W/ ARCH. / CIVIL. -GONG. SLAB, SEES: IFLAN Ilk TOF SE): FACE BRICK, 16-#1 TRANS 52 1/211 = 1'-0" SEE ARCH. SECTION a -*-I CONT 11 - 411 4" BRICK OR CM.U., SEE ARCH. 2-#1 \VERTS, DWL TO FTG 4 EX7171END TO TOP OF ` PIER'.. :PROVIDE "2 TIES 9 1(011' HOC BUILD BRICK PILAS USE AS FORM TO FL 3000 PSI CONC. BULL) BRICK FORM AND PLACE GONG IN LIFTS SO AS NOT TO BLOW OUT BRICK FORMS. �3 SECTION VIER_ELEV. PRECAST STONE GAP, �'--j WITH ARCH SEE ARCH. � BRI Sx& BOND BM. W/ 2-*5 CONT. GONG. SIDEW,c BITUMINOUS, GONG. SLAB, SEE--FFLAN SEE ARCH. SEE CIVIL ' 8" C.M.U. WALL W/ "6 f VERTS. 9 32" O.C., DWL. mL W TO FTG. 4 EXTEND TO 0 TOP OF WALL, GROUT z � CORES W/ VERTS. SOLID w �m GONG. FTG, SEE PLAN TF� AND GENERAL NOTES / SECTION FIER �)'CHEDULE MARK PIER BEILOW GRADE NOTES SIZE :REI*. +3 TIES PI 28"x40" 10-01 6 161, O.C. TYPE 'B' P2 28"x4011 10-"1 6 16" O.C. TYPE 'C' P3 36"x38" 12-W1 9 1(O" O.G. TYPE 'D' P4 1811x18" 4-% 6 16" O.C. - FOOTING 5k..."?<1"EC)ULE MARK FOfOTM SIZE DDEPTH REIW. E111. FI 6'-011x6'-0" 1411 1-"5 F2 5'40"x5'-6" 13" (0-"5 \N l + + + + _T�1 i1/2 11 TYP TYPE 'A' 1/2" 1'-0" Y gEE -SECTION 1 211 = 1I-011 COLUJI rN SCHEDULE MARK S �EEL COLUMN REMARKS SIZE A. BOLTS BASE PLATE TYPE BB. E EL. Gl TS 511x5"x5/16" 4-3/44 I" x 12" x 0'-12" 'A' 99'-5 1/2" CIA TS 5"x5"x5/16" 4-3/4"1$` I" x 12" x 0'-12" 'A' 98'-9 1/2" C2 TS 6"x6"x5/1(o" 4 1" x 12" x 0'-12" 'A' 99'-5 1/2" C3 TS 6"x6"x3/8" 4-1"0 I" x 12" x 0'-17 'A' c39'-5 1/2" GRID G -- GRID ........ 40 N tj- � d = Y -411 Ir TYPE '5' GRIP GRID ......... L' BEE BEE TYPE ' G rY a 1 o Q 1 N GRID............... - 1 1'-4" 21-011 3'-411 TYPE ')' VERT. RE INF. A' �.C. DWL TO :1211 )TES. SEE FOOTINI" SCHEDULE SEE COLUI" SCHEDULE SEE PIER SCHEDULE r i,r•� G3 11-411 FOUNDATION PLAN 5UILEDING 'p' CxENERAL PLAN NOTES: NORTI4 1.) VERIFY ALL DIMENSIONS W/ ARCH. DRAWINGS ALL CONT. WALL FTC. SIZES NOT DIM. ON PLAN SHALL BE AS 2.) TYPICAL EXTERIOR T.F.E. 96'-8" U.N.O. FOLLOWS (SEE FDN. NOTES FOR TYPICAL INTERIOR T.F.E. 99'-4" U.N.O. DEPTH 4 REINF.) UNLESS NOTED OR DETAILED OTHERWISE. 3.) TYPICAL STEPPED FOOTING, SEE SECT. 1/54. 4.) PROVIDE PIPE SLEEVES AT ALL LOCATIONS WHERE MECH. PIPES PENETRATE WALL. VERIFY LOCATIONS W/ MECH. DWGS. SEE 3/54. 5.) COORDINATE PIPE LOCATIONS I 1 W/ CIVIL/ MECH. ADJUST FTGz S. STEPS AS REQ D. (0.) TYPICAL ANCHOR ROD SETTING., SEE SECTION 2/54. PLAN NOTES: Oj 5" MIN. STRUCT. CONC. STOOP SLAB OVER STL. FORM DECK W/ "4 9 12" O.C. E.W. BOT. 4 04 616" O.C. TOP DWLS. PROVIDE MIN. 6" VOID BELOW SLAB. TOP OF SLAB EL. VARIES, SEE ARCH. SEE SECTION 6/54. WALL WIDTH FOOTNCx WIDTH 811 -all -oil1'-0" 21-0II 11-411 21- 11 11-411 ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1101 H.J. DEVELOPMENT CitOSSING ALBERNILLE, MN 13NILIlDIIlOiG "ID" CONSTRUCTION ISSUE 4/21/03 BUILDING 'D' FOUNDATION PLAN Revisions STEEL PACKAGE 4/4/03 hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a dui [Icensed Engineer under the laws of the tate of Minnesota Cory C. Cosperson Dale 4/21/03 Lic. No. 21820 Coam i ss i on No. 34228-03023 Drawn by _ ORF Checked by _ CCC Date 4/21/03 Clark Eng. Commission No. S03157 SHEET BLDG. ELEVATION 1/8" = 1'-0" MOMENT FRAME ALONG GRID 1 1/5" = I'-0" CaRID It BM. I0" SEE PLAN. I EL. VARIES SEE ARCH..,:-rl:.:L:,. II . I I !� r CONT TS 6"4"AY/4" FIELD WELD TO, %VERT. TUBE ! I I 3/I6 2 I I L3x3xii4x4" LG EA SIDE 141 i III I ,II l 1 I ;I` EL.-122'-0" II ;li `----------------- OILI:I 1-- TOP OF KIC ' R FINISH., SEE ARCJk I Q TS 3x3xl/4" BRACE s -8 EA. TS. VERT. I � I I &. BM. �0li ill I I, I' TS bx3x1/4" 65'—V O.C. I I' INFILL BTWN W/63"'.STL. I STUDS. I I :i CONT. L3x3xl/4" FIELD I I ; WELD TO BEAM., FIELD 0 O I I WELD DECK TO L. fE. 1/2"x10"x10" Q)FEA. SIDE OF TS. LU/ 3/4"0 TTNRU. BOLT FIELD WEL.�D AFTER ALIGNMENT T. JL STL. BEAM., SEE: FPLAN. I STL. JST., SEE PLAN CONT TS (o"x2"x1Y/4"STL. BEAM., SEE PLAN FIELD WELD TO) I, RT. TUBE EL. .: -` --;:.r:..;; SEE ARCH. Cq N SEICT I ON la", I'-0" _J �j O S3 STEEL BEAM SEE PLAN 0- Lu -1 LU; III d w N STL. BEAM., SEE P' ^"' STL. COL., SEE PL, SECTION 3/4" = 1'-0" O5 HAND 53 1S3 53 53 STEEL BEAM STEEL BEAM STEEL BEAM SEE PLAN SEE PLAN SEE PLAN STL BM, SEE PLAN - z z z < z O O -I LU LU III -I LU W N W tp LU 0 LU N MOMENT FRAME ALONG GRID STL. JST., SEE PLAN, PROVIDE 1-4x43/8" W/- 1/4" STIFF. fE. SEAT., WELD TO COL. FOR JST. SUPPORT. STL BEAM., BEYOND. -J SECTION STL. DECK, SEE PLAN. STL. BEAM., SEE PLAN. SHEAR PLATE. STL. COL., SEE PLAN. STL COL, SEE PLAN SECTION 3/4" = 1'-0" l&. COL. STL. BEAM (W18 OR W21). SEE PLAN. COPE BM. AS REQ'D. AT W18 1-443/8" W/ 1/4" STIFF. fE. I•" STIFF fE EA SIDE THICK COL CAP fE x 0" LG MIN W/ (4)-I"O XTS 1'-4" FJA 24'-4" 20'-8" 3'4" a o o 26'-O" im'-0" 14'-4" I0'-0" . 1'-4" 32'-8" 3'_4 20'-8" 31-411 i i 1'-8" I'-8" .2'-0" 21 IOMENT 3 S4 =RAME S3 ...... ................... ...... ... ............... ..... .1 iil7 L.AA tat -itz, /71il EC ROOF F-RAMING PLAN 5ULIDINGID'iNOIRTH GENERAL PL►4N NOTES: U VERIFY ALL DIMENSIONS W/ ARCH. DRAWINGS 2.) BRIDGING TYPE AND SPACING BY SJI REQUIREMENT11,5. 3.) SEE SECTION 11/84 FOR OPNG. SUPPORT FRAME. 4.) SEE SECTION 12/54 FOR HANGING REQUIREMENTS ONI (STL. JOIST. PL,4N NOTES O ROOF HATCH OPENING, VERIFY SIZE AND LOCATION Wy/ ARCH DRAWINGS, PROVIDE ANGLE FRAME FOR DECK SUPPORT, SEE 11454. O SHADED AREA IS DESIGNED FOR ROOF TOP MECHANICAL UNITS, MAXIUM OF 3200 LBS/UNIT. SUPPORT MECHANICAL UNITS ACROSS A MINIMUM OF 2 ADJACENT JOISTS. EACH JOIST CAN BE LOADED WJITH ONLY A SINGLE MECHANICAL UNIT. 1' - 4" A S S O C I A T E S ARCH ITECTS INTERIOR DESIGNER 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-511 0 PH. (651) 642-9200 FAX (651) 642-1 10`' H.J. DEVELOPMENT ALBERMLLE ClROSSING ALBERNILLE, MN n�n 621 Lilac Drive North €3 Minneapolis, MN 55422-4W9 (763) 545-9196 Fax (763) 541-0056 .v.,..,..>xs�..................:::?:;:.;..:.:...�.... www.clark-eng.com ENGINEERING CORPORATION CONSTRUCTION ISSUE 4/21/03 j BUILDING 'D' ROOF FRAMING PLAN Revisions STEEL PACKAGE 4/4/03 1 hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota Cory C. Cosperson Date 4/21/03 Lic. No. 21820 Como i ss i on No . 34228-03023 Drawn by _ ORF Checked by CCC Dale 4/21/03 Clark Eng. Canmission No. S03157 SHEET BLDG. I . DI S3 3/4" = 1'-0" 03/13/2003 _20:29 7634972068 t PAGE 01 r,G'J 1'1� 1ill1+IL AIjaU�41'Irll+ ill �/lSil �1fl� 14mm is ►CIS May 17, 2002 COb13 RBMW POIt: 13e#s>>>i Cater Aloe n"va Crowing AfberM&N MIri. -- #uild n9 A=' 23,296.aq. $. Owupmy! Lmc 309.1, aroulp` W momhamile. rwly $priltlded, Canst CdOn Typo: UBC 603.1107ype III N. MC TWO3•B ft is AHmblte Am.' 12,000 sq. ft.. BC SO. 1.2 Separation on 3 sidbi i =OM 1009'a; 24,000 S9. ft. UBC SOS.3 Triple Bu11 n4 Ara far Autogt &* Sprhkler. 72,000 aq. ft. LJBC Table S-A: Bxtmiar Buming W4W. NRINU OVer 20'-a". Non-DWing Wale: NMC ovCj 2D'4 Exit middo od pttunbing q mquhme"nto Will be det=niaW by they iudividupl tenant requiramau. o'd 38T&-Tou last) -yawn u*o-an moowpjX4tom *02460 20 LIT saw PREFORMED 24 GA. PREFINISHED GALV. ROOF CAP COVER PLATES - SET ALL EDGES IN SEALANTS. FIELD CRIMP INSIDE EDGE OF PLATE OVER CAP SECTION —7 �— 114 74 -�-� SECURE CAP # COVER PLATES TO WOOD BLOCKING WITH SCREW AND NEOPRENE WASHER /01 AT VERTICAL SURFACE CAP FLASHING PROFILE PREFORMED 24 GA. PREFINISHED GALV. SHEET METAL ROOF CAP SECTION WITH LOCKED, FOLDED VERTICAL OUTSIDE CORNERS 4 SEALED HORIZ. AND BACK SEAMS 3/8" CHAP FASTENED WITH SEALED SCREWS — OR RIVETS 3" MIN. LAP r ROOF DETAIL M 1 35=11-0' 4" 1'-&" NTSj. ROOF DRAIN SEE MECH. SLOPE SEER 6� MIS PLAN JOIST BEYOND DECK CLAMPfS METAL ROOF DECK SEE MECH. 'OKIII ROOF DETAIL 3N=11_O" PREFIN15HEC DRIP FLASH 12" X 18" ALU LOUVER - 12 SEE SPEC. 11 CARRY RUB: FLASHING OF PREFINISHED MI DRIP FLASHING 12" X 18" ALUM. LOUVER - 12 THI (12/AS.1) CARRY RUBBEF FLASHING UP Wf PREFINISHED MI DRIP FLASHING / COVER PLATE LOOSE LOCKED OVER CAP DRIP EDGE TYPICAL WALL CAP SECTION CONTINUOUS KEEPER STRIP 2' - D" CONT. WATER STOP MASTIC OVERFLOW DRAIN SEE MECH. i N FLEVEDRAIN L IINGG BLOCK �nnn( )QO000C r5 ROOF DETAIL 0 32=1'-0' ELASTOMERIC SEALANT PIPE COLLAR PIPE OR CONDUIT - PAINTED FLASHING MEMBRANE ROOFING SYSTEM 00000 a -I HOOF DETAIL �ItV ROOF DECK NOTE. COORDINATE ALL OPENINGS IN ROOF WITH STRUCTURAL PIPE DIAM)r-:TER MAY VARY PAINTED 24 GA. G.I. SHEET METAL SLEEVE,SHOP OR FIELD SOLDERED -PRIME AND SET' FLANGE IN PLASTIC CEMENT' AND STRIP IN WITH TWO PLIES OF FIBERGLASS COVER FELTS 0000C 24 GA. G.I. I SLIPPAGE SLEEVE � 1 SEAL WITH ELASTOMERIC SEALANT - — — — CLAMP TO COMPRESS SEALANT - — — — (2) PIECE 24 GA. G.I. UMBRELLA HOOD - I NZ CURB DIM. VERIFY W/ MECH. HOOD FRAME BY MECHANICAL � _ _' SECURE MECH. HOOD WITH FASTENERS THRU NEOPRENE GASKETS 24 GA. PRE -FINISHED SHEET METAL COUNTERFLASHING z SECURE FLASHING WITH FASTNER AND GASKET WASHER "�� GONT SEALANT JOINT _0000000 > 2 4 l l fi I ROOF TOP UNIT - BY MECHANICAL 3 ROOF DETAIL r2 ROOF DETAIL CD CD —01 C' 4 [GOOF DETAIL -0' A B D F E C B A PREFINISHED METAL CAP FLASHING E.I.F.S. FINISH OVER RIGID INSUL. AND 1/2" GLASS BOARD � SOUTH PARAPET ELEVATION MEM RAANE ROOFING10 EAST PARAPET ELEVATION �-1 1/8`4-0' r NORTH P n4.11/8'4-0' ARAPET ELEVATION MATERIAL 1Z w Co I r/'- nmr c: i m c Y H 1 ison �AAI)1/8'4-0' o-- A a_ K" 1 ROOF PLAN 1/81=1,_O1 B C E CURB DIM -VERIFY W/MECH SECURE R.T.U. TO CURB WITH MFR. RECOMMENDED FASTENERS THRU NEOPRENE GASKETS 20 mil PLASTIC FLASHING OVER CURB 24 GA. PREFINISHED SHEET METAL FLASHING SECURE FLASHING WITH FASTNERS AND NEOPRENE WASHERS CONT SEALANT JOINT I SINGLE PLY ROOF METAL DECK -- - 2 !ED INSULATION FT. � O ASSOCIATE S ARCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAU L, M N 5 5108-51 18 PH. (651) 642-9200 FAX (651) 642-1101 H.J. DEVELOPMENT F4ii' i�'Ilk CROSSING ALBERTVILLE, MN ]BYJIII.DIR1G CONSTRUCTION ISSUE 4/21/03 C Revisions 1 hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Date 4/21/03 Lic. No. 13041 Cu mi ss i on No. 34228-03023 Drawn by P.R. / S.J. Checked by S.J. Date 04/21/03 M M N 0 O 3 SHEET 0 s HZDQ 0 a N04 O 0 i M i D A401h. co N N rn NORTH I'-0" PREFIN. MET. 3 1/4"41 I FLASHING 12 MET. STUD TRACK CONT. CON Ix SEALANT EDG NG JOINT 21114" Gil MET. STUD FRAMING g - 16" O.C. - /4' 1 L I" 1" s DETAIL A5.1 11/2=1'-0� 11/4" J-�12"il 4" 61 2" E.IF.S.OVER - 3/4" RIGID - INSUL., 4 1/2" _ GLA55 BD. - I 12 MET. STUD - TRACK 2 LAYERS OF f TREATED 3/4" PLYWD. RUBBER ROOFING --- - -- E.IF.S. OVER RIGQ INSUL., 1/2" MEMBRANE MET. S - 1 0 4 b_- _: 2_ 4 EXT. PLYWD. TAMING 1(o" CONT. FLASHING KEEPER ACK INS U. W/ ;PED JO T5 8" GYP. 5 D. ---- - PREFIN. MET. FLA53PING CONT. SEALANT JOINT ANT. SE NT I _ )INT W/ s ---- Ln E.IF.S. OVER RIGID �CKER D ,,_�_, _ INSUL. �-x_, EL.111'-4" )NT. _ _ / GONT FLASHING 3PERED :, C ON �_ �� T. SEAL ANT KEEPER - 1/2" GLASS BD. ;FATED 8" HIGH SOLDIER: _ATE -' COURSE - --� FACEBRICK, AIR, `FELT --- ' SPACE, 15* FELT, 102" 4" 6" / 6 GLASS BD. Kio0DETAIL 11/2'=1'-09 I" /8 MET' -� / 1/2" GLASS BD., EF.I.S. OVER RIGID 1D FRAMING I �- �.; 15* FELT;,<AIR INSUL., 4 1/2" GLASS 5/8" GYP. ,_ _; ; / SPACE,. BD. FACEBR¢I"CK MET. STUD I' -0" ' 4" 4MING Q 16" W/ FULL TH. a L BACK JL. W/ 'ED JOINTS i- I - FELT CONT. SEALANT JOINT 3RfC W/ BACKER ROD a r* DETAIL 1-01 1 1/2"=1 < GRID 6" MET. STUD II %FRAMIN 37/8" 4' �� 2- I" :3" FRAMING g 16" ii 3 ST\ 6" FOIL BACK INSUL. \ CEILING N.I.G. - -- Hill BEAD W/ SEALANT INSUL. GLASS SET IN ANOD. ALUM. FRAME , i 41/2" I I DETAIL I I 2 i'x2 "x A C 11/2'=1'-09 1' -4" O.C. W/ 6" FOIL BACK INSUL. W/ I I BA RIE _ I TAPED JOINTS I _ SA ND I _ BASE EF.I.S.OVER RIGID INSUL., 4 1/2 "EXT. r PLYWD. I ! STL. FRAMING AS PER 5TRUCT. -_ SEALANTrin�� DETAIL EL. 11,'-4" A51 11/29=1'-0� TREATED 2x GRID II ! i E.F.S. OVER I' 5/8" GLA55 I BD. It 1 1/A" 3 1/4" I C STEEL /6 BEAM -. 3/4" 3 5/8" 4" GML1. COURSE: I 6" HIGH CONT. VENT - I W/ CJ RIGID 'INSUL. i SCREENING ' 3 5/5" MET. I I STUD - FRAMING CII --------- F ' U DA7`ION - L_l III L-� - DETAIL �5111/2'=1'-09 31/8" tv -� GRID "F" 1'-O" m GRID 'IF, 4 "Ell 4" GONG. SLAB OVER f6" SAND BASE VAPOR BARREEf I I -I I 1 I ,,.IIIII,:I I 7' RIGID INSUL. - EF.I.S. OVER 1 1/4" - RIGID INSUL. 4 2" IOU 1/2" GLASS BD. - "J" BEAD - I MOULDING AROUND = PRIMETER ROD STOCK 4 - SEALANT I -- PREFIN. MET DRIP I FLASHING I ' I ALUM. WEATHER II / RESISTANT i -' LOUVER W/ ' INSECT SCREENING CONT. SEALANT it JOINT AROUND i PERIMETER 11 PREFIN. MET. DRIP FLASHING U ROD STOCK 4 EF-15. OVER RIGID INSUL. PRE F IN. MET. DRIF FLASHING 0 I CARRY RUBBER ROOF FLASHING UP WALL �r 4" COLOSRED mot_, ROCKFAZEC.M.U. -- I t ---� FABRIC. FLASHINCG - W/WEEP WWOLE5 _ GONG. 51DEUJALIK 5/8" GYP. BD. GEMENTi° lllJASH �I Z-1 ri 2 DETAIL 3/4" RIGID. INSTIL.:... A51 11 291'-09 / _ 5 5/8� 411 I I B%ND-gip_ !III _ / I F UN DAMION i = PREFIN. MET. FLASHING OVER 2 LAYERS OF TREATED 3/4" PLYWD. WALL SEC""'10N GRID I 1'-4" 15 I 6 6 A5.1 PREFIN. MET. FLASHING OVER TAPERED TREATED r I WD. PLATE _ I I CARRY I I EL.120'-0" F15-2 CIO RUBBER I ROOFING \ / SOLDIER COURSE UP WALL 4 - - / OVER CAP I / 1/2" EXT. / PLYWD. STEEL BEAM 6�ry' (HIGH CZNT. VENT W1/ SCREENING 3!, r5/8" MET. STkUD FRAMING 6" MET. STUD FRAMING 9 16" O.C. V2" GLA55 BD. 4" MET. STUD FRAMING FOR LOUVER INSTALLATION 1/2" EXT. PLYWD. STL. ANGLE - 8EE 5TRUCT. STL. BM. - SEE 5TRUCT. 6" FOIL BACK INSUL. W/ TAPED JOINTS 3 1/5" I 4" BD. - 3 5/v,'Vi ET. STUD FRAM1f4tG 2"x2"x,118 GA. CO?NT.- ANGLE- lljllBEAD W/ SEALANT JOINT \ INSUL. GLASS - 13 ALUM. FRAME 41.II/2" 13 DETAIL A511; 11/2"=1'-09 FACEBRICK 6" AIR SPACE 15* FELT 1/2" GLA55 BD. 6" MET. STUD FRAMING 6 1(O" / O.G. W/ 6" FOIL BACK INSUL. W/ TAPED JOINTS '/' SOLDIER COURSE jFABRIC FLASHING W/ / / WEEP HOLES / EL.108'-0" STL. LINTEL AS PER 5TRUCT. TREATED 2x EF.S. OVER 5/5" GLA-55 BD. CONT. SEALANT JOINT PLAM. WDW. SILL 1 1/2" RIGID INSUL POLY VAPOR BARRIER, 4 5/8" GYP. BD. r14 DETAIL NOTE: 1.) SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS THAT MAY NO BE SHOWN IN THESE SECTION & DETAILS. 2•) PROVIDE A CONT. SEALANT JOINT BETWEEN BUILDING AND GRID SIDEWALK. ' I 1'-4" I.' 4" 11-0"'I Q\/ lPREFfN. MET. FLASHING OVER TAPERED TREATED �Ii . WD. PLATE I X I EL. 120'-0" I SOLDIER COURSE W FACEBRICK, AIR SPACE, All ok 15* FELT, 1/2" GLASS BD., w 6" MET. STUD FRAMING g m va JST BRG. EL. 116'-0" 16" O.C. W/ 6" FOIL BACK INSUL. W/ TAPED JOINTS IS GA. PLA E SPAN DEG FLUTE6e WALL LOCATIONS YP. METAL STUD SOLDIER COURSE KICKER -SEE STRUCT. EL. 112'-O" F5-2 CEILING N.I.C. I _ / co _ N LL d 1 / SOLDIER COURSE / / / EL. 108'-8" co F5-2 IIOI/E=]fE l��l l� ill OIL 4" CONIC. SLAB I -' OVER(6" SAND 4" C.M.U. *2 BASE / FL. LINE EL. 100'-0" VAPOR =I III= 11. C.M.U. *5 _I BARRI.IER 2" RIGID INSUL. - / I ! - 12" G.M.U. - 1 I - a G °a r4__`� WALL SECTION Asa 1/2,=10-09 4 1/2 FACEBRICK, AIR SPACE, 15* FELT, 1/2" GLASS BD., �* 6" MET. STUD FRAMING 9 m 16" O.C. W/ 6" FOIL BACK INSUL. W/ TAPED JOINTS STL. BM 4 ANGLES AS PER 5TRUCT. 0 N SOLDIER COURSE co F5-2 EL. 112'-0" 13 CANVAS AWNING A5.1 W/ ALUM. FRAME 0 � 0 \ - m 0 N 1'-1 1/4" 31/4" 10" 4" PRESIN. MET. FLASHING OVER 2 LAYERS OF TRE;�ITED 3/4" PLYWD. E.IF.�. OVER RIGID INSUL., 1/2" = GLASS BD. 1 1/4" . _ 2" II'_ METr.,'STUD FRAMING a 16" O.G. 31/4" 1 12 - ' IA5.1 Lu I/ = VENM' UNIT - SEE 12/A5.1 W_ ? - TOP OF PLYWD SHEATHING 1/2" EEXT. PLYWD. T.O$. EL. I]( 1/2" STEEL STEEL BEAM \ _ - 6" MET. STUD FRAMING 9 16" O.G. 6" HIGH _ W/ a"' FOIL BACK INSUL. W/ TAPED CONT. PENT JOINITS W/ S ENING _ - A5.1 O 6" FOIL / - = STL,.IFRAMING AS PER 5TRUCT. w w BACK I w INSUL. I = I d) ,�I I lYl ^ I I EL. III'-4" Q \ I 1EF.S. OVER 5/8" GLASS BD. INSWIL. GLASS SET IN ANOD. ALUM. FRAME N CONT. JOINT CARR' ROOFI? 4 OVEF 1/2" TR PLYWC Ki_5 DETAIL 9-09 .IBL ER ROOFING =M0RANE ANT-(. FLASHING =EF�ER CNTT. SEALANT )INTr FA'CCEBRICK AIR SPACE 15''rFELT 1/2""(GLAS5 BD. 6ll"tMET. STUD FF244MING g 16" 0:. GRID IoR5EFIN. MET. FLASHING OVER 2 LAYERS OF TR3=/ATED 3/4" PLYWD. 1'-1 1/4° I�IA 31/4" 10" 4" \ = E.IF15. OVER RIGID INSUL., 1/2" I, /4' 2" = I'• GLA55 BD. 7 III II 611 11- III w oc > I I II - MET..ESTUD FRAMING 6 16" O.C. CENTER lll'INE OF CLOCK e JST. BRG,. EL. 124'-6" CLO'CCK UNIT - CONTRACTOR IS TO . :.: vER4FY W/ SUPPLIER INSTALLATION REQ101REMENTS - 61 3" TUBE - -, STEEL BRACING - SEE 5TRUCT. 1'- = Q 2 TOP OF RLYWD SHEATHING C EL. 119'-6�" I - 1/2 ):EXT. PLYWD. BACKER _IiI I'I III i ! i I I ---I- I I - __' = T.O$. ELL. 116'-2 1/Z" Q _ > Ir w w GRID "A° BD. _ GRID "F" - `1_ FA ;,EBRICK, AIR SPACE, INSUL. GLASS SET IN 15* T! ELT, 1/2" GLASS BD., - ANOD. ALUM. FRAME _ - 6"'il'11ET. STUD FRAMING ,@ FB-1 / 16"'CO.C. W/ (o" FOIL BACK I - INS !1L. W/ TAPED JOINTS ZLI 14 / w N - - 0 w _ � Q - = 10 e A5.1 = v I.- PRJE. FIN. MET. FLASHING - = OVEER TREATED TAF,z,,ERED WD. PLATE OIL } EL. 111'-4"" as F15-2 SOLDIER COURSE FB-1 I - OIL EL. 108'-8" -- co FB-2 i 5ol iDIER COURSE N` EL. 108'-8" co F5-2 / EL.108'-0" STL. LINTEL AS PER 5TRUCT. E.F.S. OVER 5/8" GLASS PLAM. WDW. SILL -' PREFIN. MET. FLASHING I = T.CT1.U. EL.102'-0" 2 = I 8" C.M.U. *2 FL. LINE EL. lOO'-0" II= IiIIIII =1 I e IiI -I tiaHH IiI I I I=1 _ HH _ I; I I I I .' =I i l lIIOL' -1 I l i 1 -1 11= I _ _ OI � , I rd`� WALL SECTION A 1/2'=1'-0' 4 1/2" -- A5.1 --- / - gOL T.GM.U. ELL. 102'-0° - A5.1 _ j I 4"' I-M.U. *2 N 4" ZONC. WALK OVER 6" SAND e RIGID - BASE UL.4" GONG. SLAB OVER FA) RIC FLASHING W/ u 6" SAND BASE I WEEP HOLES ! FL. LINE EL. 100'-0" - /1 FL. LINE. [EL. 100'-0" _ - ✓i° I=1 = + 1�:. CURSE *5 VAPOR BARRIEt�i t 1 - - Ol'i II U. -2 RI + I�1I_ I=1 I =� I _- 1 ,=-III= / - I��III''I_II�I-=1_IIII_,_ .,III-1IiI ='I1' ;II - 2 RIGID INSUL. - - _ = I - 1 if =1 III _I- 12 ccM.U. FOUNDATION I • I a --- -J I' -0" 1'-41 ri*** WALLSECTION- 1 WALL SECTION �5-11/2'=1'-0' A51 1/2'=1'-0' � O � ASS 0 C I A T E S ARCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAU L, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT CROSSING ALBER'MLLE, MN IC'I I II ► I '� � CONSTRUCTION ISSUE 4/21/03 Revisions hereby certify that this plan,specificalion,or report was prepared by me or under my direct super�islon and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Dale 4/21/03 Lic. No. 13041 Cams i ss i on No. 34228-03023 Drawn by Checked b S.J. y h Dale 04/21/03 C4 N 0 Si= 0 0 0 6 M N 0 M M 0 M O / Cq N N Il �i�l EL. 1111 1/2" e METAL STUD KICKERS - SEE STRUCT. 4111 1 1/2" 3/411 RIGID IN5UL. SET IN — CLIP SYSTEM - PAINT FAC� BLACK 11 A5.2 GRID I d III o 0 0 a irm I� q 101 a 0 e �I��III i v� oe v W v� I3lug 11� I� EL. 120-0" - EL. 1127'-0" - c4 '-STL. LINTEL SERE STRUCT. HERS. OVER 5/8" GLASS BD i, EL.10r8'-0" —PREFIN. MET. FVASPING EL. 10T' -0" _ FL. LIINE EL. 100'-0" WALL SECTION- 1/2"=1 1-014 v- �n EL. 1111 1/2" 0 d- 10 A5.2 C MET.5TUD N PEADER ---I- GRID GRID I I 4" 11 -011 411 114 EL. 120'-0" FACEBRICK, AIR SPACE, 15* FELT, 1/2" GLASS BD., 6" MET:. STUD FRAMING s 16" O.G. W/ 6;1" FOIL BACK INSUL. W/ TAPED JOINTS �r 5%. BEAM 4 ANGLES AS PER STRUCT. 0 \ N —_=611 4" 5TL. LINTEL AS PER STRUCTr. - PAINTED 40 EL. 112'-0" ` I I EL.111'-4" - �_; � 1j I Cco EF.5. OVER 5/8" GLA55 BD?. - - 61 = i � av �n r. LZ AIEZ II III 11 11 Il EL.106'-8" - i k ! I rcp _- — OL EL. 108'-0" STL. LINTEL AS PER 5TRUC7r. - FAINTED (PROVIDE SELF ADPERE WATERPROOFING BETWEEN LINTEL 4 FRAME) 1/2 IN5UL. GLA55 SET IN ANOD. ALUM. Q I I VAPOR :I = BARRIER 2" RIGID INSUL.-- c INSUL. SPANDREL GLA55 SET IN ANOD. ALUM. FRAME PREFINI5PED METAL FLASHING CONT. SEALANT JOINT FACE BRICK AIR SPACE 150 FELT ROD 1/2" GLASS STOCK 4 BOARD SEALANT 6" MET. STUD FRAMING a 16" O.G. W/ 6" FOIL BACK INSUL. W/ TAPED JOINTS r DETAIL- 11/271=1 7-01 STEEL BEAM __--- E.IF.S. OVER _— RIGID INSUL. 1/2" EXT. 6' PIGP CONT. `— PLYWOOD _ 5CRE ING- 6" METAL STUD "J" BEAD W —' `— FRAMING g 16" SEALANT O.C. 5/ " GYP. BD. i 6" FOIL BACK 3 5/8 ETAL INSUL. W/ STUD F ING --� TAPED JOINTS fl 11/2" \ = 1/2" rii- DETAIL A52 11/7[2'=1$-0f WALL SECTION- 1/2"=1 7-09 1 1/4': 3 1/4" . 6" PIGP CONT. VENT W/ SCREENING 8 5/8' METAL 10 STUD r KICKERS - I SEE STRUCT. 1/211 3 5/6 3/4" RIGID NSUL. SET IN LIP SYSTEM - PAINT FACE rq" DETAIL � 11/2'-1'-0' IINSTALL SELF 7�U1�ERE �WATERP� ODE BETWEEi�I LINT FRAM 1j"j-411 " I �ioDETAIL- 11/2*=11-09 PREFIN. MET. FLA5PING OVER 2 LAYERS OF TREATED 3/4" PLYWD. rY� W ALL SECTION- 1/2w=11-09 1/2" EXT:, PLYWD:. 6" MET:. STUD FRAM IN( 3/411 RIGID INSUL. SET IN CLIP SYSTEM - PAINT FACE: BLACK " CONC. SLAB, )VER 6" SAND; LASE 'APO R SARRIER " RIGID INSUL.' FACE BRICK AIR SPACE 15* FELT 1/2" GLA55 BOARD 6" MET. STUD FRAMING Is 16" O.G. W/ 6" FOIL BACK INSUL. W/ TAPED JOINTS BRICK SOLDIER COURSE _SOFFIT _ EL. 111'-4" FABRIC FLASHING W/ WEEP POLES STEEL LINTEL - SEE STRUCT. TREATED 2X E.F.S. OVER 5/8" GLA55 BD. FACE BRI �� AIR SPACE 15* FELT I/2" GLASS BOARD 6" MET. STUD j FRAMING 6 16" O.G. W% 6" FOIL BACK INSUL. W/ TAPED JOINTS j BRICK SOLDIER COURSE EL.: 106-0" FABRIC FLASHING W/ WEEP POLES STEEL LINTEL - SEE STRUCT. TREATED WOOD BLOCKING 5/8" GYP. BD. 1211 HEADER r7_ DETAIL ri DETAIL 1-01 3 1/4" 6' PIG I CONT N =ING, METAL 3 7/8" STUD - KICKER°�--j SEE 6" FOIL BACK INSUL. RIGID INS L. 211 INSUL( 1211 G.M.U. _ N FOUNDATION - I oiiiiiiiiiiiiiii�illillilljlllll.o A S S O C I A T E S 6" METAL STUD ARCH I T E CTS KICKERS E.IF.S. OVER I NTERIOR DESIGNERS RIGID IN5UL. STL. FRAMING - 1255 ENERGY PARK DRIVE SEE STRUCT. ST. PAUL, MN 55108-51 18 PH. (651) 642-9200 TREATED 2X FAX (651) 642-1 101 SOFFIT _ PREFINISPED METAL FLASHING BEYOND { k...; .#..x a to INSUL. SPANDREL elf GLASS SET IN ANOD. ALUM. FRAME - -r 163M H.J. DEVELOPMENT INSUL. SPANDREL GLA55 SET IN ANOD. ALUM. ALBERTVILLE FRAME 3/4" RIGID INSUL. CROSSING 2X WOOD BLOCKING ALBERTVILLE, MN PFFEFIN. MET. FLASHING OVER 2 LAYERS OF TREATED 3/4" PLYWD. WALL SECTION- rf`� WALL SECTION �,A5V 1/2'=1 I-01N �A52) 1/274-0" BUIILIDING CONSTRUCTION ISSUE 4/21/03 Revisions 1 hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Architect under the laws of the State of Minnesota, Jon R. Pope Date 4/21/03 Lic. No. 13041 Conmi ss i on No. 34228-03023 Drown by P.R. / S.J. Checked by S.J. r Date 04/21/03 v 0 3 0 N O I o 6 M N O M M N O 2 A52 0 0 MD N M / �5J2 1/2'=1'-02 MATERIAL. SCHEDULE Type Abbrev. Material Manufacturer Color Name Color Number Notes Lg CT-1 CERAMIC TILE (12x12) DALETILE BUFFSTONE VS03 CERAMIC TILES WALLS Z O O LL CT-2 CERAMIC TILE (6"x6") DALETILE ALMOND K-165 COWE m VB-1 VINYL BASE ROPPE ALMOND P184 a� PT-1 PAINT SHERWIN WILLIAMS CHENILLE WHITE SW1102 FLXTF 7@ ?i CT-2 CERAMIC TILE (6"x6") DALETILE ALMOND K-165 CER;/AMIC TILES FLOORS PT-2 PAINT SHERWIN WILLIAMS PURE WHITE SW1004 FLAXIT Z J W U GROUT RUBBLE TILE DISTRIBUTORS LIGHT BUFF 945 CERZ/AMIC TILES WALLS 0 GROUT RUBBLE TILE DISTRIBUTORS VICTORIAN WHITE 943 CERZ/AMIC TILES FLOORS q: Z ST. OAK, PLAIN SUICED VARNISH PT-3 PAINT SHERWIN WILLIAMS MUSHROOM BASKET SW2026 INTERIOR & EXTERIOR DOOR FRA' ME PT-4 PAINT SHERWIN WILLIAMS SANDERLING SW2030 TRASH ENCLOSURE INTERIOR ROOFTOP EQUIP. STL. LINTELS PT-5 PAINT SHERWIN WILLIAMS BLACK PAITI,O FENCE PL-1 PLASTIC LAMINIATE NEVAMAR ALPINE ESSENCE ES-5—IT WINMOW SILLS NOTE: 1.) SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS THAT MAY NO BE SHOWN IN THESE SECTION & DETAILS. 2.) PROVIDE A CONT. SEALANT JOINT BETWEEN BUILDING AND SIDEWALK. PREFIN. MET. 1'-0" FLASHING OVER TREATED TAPERED UD. PLATE �I FB-2 cA SOLDIER COURSE 4" C.M.U. - SEE STRUCT. FACEBRICK N 1 ' �Q LL1 co Z d� CONT. SEALANT JOINT L/ COLORED BETWEEN WALL 4 ROCKFAGE _ SIDEWALK C.M.U. e N U ra if _III I-IIII I:��'=lli!=1II� 1= �IIIIi "" j� _IIII Ti �Fl 114 J A A T d V T U LU w U) WALL SECTION � i r-r-o• 3 1/411 6 , A5.1 111 III, 12 ; A5.1 `.54"x3O" INSUL. ROOF I ;HATCH GRAVEL BALLASTED SINGLE PLY ROOFING I OVER RIGID INSUL. - SEE SPEC. I GRID I'-1 1/4" Iy/ 211 /I 1/J111 All - ® N,, HEADER ANGLES AS CLIP ANGLE PER STRUCT. r� i ®9 LINE OF JOIST STL. BEAM 4 ANGLES i 3 5/8" MET. AS PER STRUCT. STUD FRAMING W/ �® FULL TH. SOUND GATT %: 10 INSUL. 4 5/8" MOMP7 A5.1 i TYPE Ilvll - MECHANICAL ROOM GYP. BD. — wmo9 CEILING N.I.C. 1 1/2" DIA. PIPE �Onon9 / RAILING 4" CONC. SLAB OVER 6" SAND BASE 4 1/8" 811 CHANNEL STRINGERS PAINTED 9'-10 1/2" +/- FI OPEN GRATE MET. TREADS PAINTED DOMM9 II / II 111 PREFIN. MET -FIT, LASHING OVER 2 LAYERS OF TREATED 3/41'" PLYIUD. JST. BRG. EEL. 122'-0" E.IF.S. OVER FRIGID INSUL., 1/2" GLASS BD. PREF�IN. MET. FLASHING —OVER' TREATED TAPERED UD. PLATE N EL. III'-4" F5-2 LINE OF ENTRY i EL.108'-8 DOOR IT BEYOND H// FACE- BRICK, AIR 611 SPADE, 150 FELT, 1/2" GLASS BD., 6 "MET. STUD>FFRAMING g 16" O.G. WJ/ FULL TH BATT INSUL'.;, POLY VAPOR 3'-0" , BARMIER, 5/81' GYP. BD. T.C.M.U. EL..1102'-O" 1 �4LL U FB-2 co w w 4" C1ifl.U. *2 I FABRaIG FLASHING W/ WEEP'+HOLES L11LkFL-INE EIL. 100'-0" 1= 12" CIZ.U. - I N WALL SECTION nss 12•_P-0• i Fz7m ASSOCIATE S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT FA AN I'll 104 ilk-'ilk-411 1101 l l f CROSSING ALBERTVILLE, MN li'� I II ► I '`� "D" CONSTRUCTION ISSUE 4/21/03 Rev is ions hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Date 4/21/03 Lic. No. 13041 Coma i ss i on No. 34228-03023 Drawn by P.R. / S.J. Checked by S.J. h Date 04/21/03 M O M N O 3 0 M O ELM 1 In O Q M N O 0 M N O D-1 A5o3 co N Cq M / i� 21-011 T b" MET. STUD FRAMING W/ I All 21-011 T 6" MET. STUD FRAMING W/ 411 FACEIBRI 150 FELT 1/2" GLA,' BOARD 11-411 1 4 1/2 2 DETAIL -nil All DETAIL / 2 1111111=1 I -OW L E-IF-S-OVERRIGI IN5UL. PREFIN. MET. FLASHING SET IN BED OF 5EALAN' TREAT] b" ME1 FRAMI'l, cO FOIL E INSUL. I TAPEr, 411 FACES 15# FEL' 1/2" GLI BOAR] ROD STOCK SEALA 41/2" T 4_DETAIL 6.1 1 1'.411 4 1/2 3 1/6" T T T DETAIL IN5UL. GLASS SET IN (o" MET. STUD FRAMING W/ ANOD. ALUM. FRAME-- 6" FOIL BACK IN5UL1_.1W/ SMOOTH FINISH TAPED JOINTS C.M.U. ff/ 11-4 3/e Z zri \\,r ---------- 150 FELjj- 1/2" GLA A55 50ARtp) to 1'., I. 41 1 < ROC; ACE C.M.U. 11-411 4 1/2 SEALANT J" BEAD W/ SEALANT 5 SIM. MET. STUD -FRAMING BUILDING COLUMN C.M.U. :)W. BILL J 5/5" GYP ,t 4" 41/2 z 11/2" RIGID INSUL., < POLY VAPOR BARRIER, 5/5" I I/— GYP. 5D. 1 5/8" 1 1 2 1/8" ROE) STOCK SEALAi b" MET. FRAM IN FOIL 5, IN5UL. U TAPED 411 FACE51 150 FELI 1/2" GLf 5OAf;ZC ROD STOCK SEALAt D)LETAIL Aei 1112''1'-0' (o" MET. STUD FRAMING W/ (o" FOIL BACK INSUL. W/ TAPED JOINTS 60 FELT 1/211 GLASS BOARD .,oETAIL II_ A11 15/81, 171 < all � 4 4 7 T Al 511 LDING COLUMN I. < 4 L 4 I 1 411 3 ----------------- — - —I' 4 I ZA, / , �) V4 4 ROCKFACE C.M C.UU . 11-411 15/51, 1 1 TAMING, X CK :_R BEAD AD W/ NT WDW. BILL M. MET. FRAMING 5/51, GYP. 5D. 11/2" RIGID INSUL., POLY VAPOR BARRIER, 5/8" GYP. 50. 2 1/8" RC STt SE, DREFIN. M =LASHING E.IRS. OVI RIGID INS 1/2" GLA5� BOARD RC ST BE io DETAIL. 4 1/211 DETAIL— IN5UL. GLASS SET IN ANON. ALUM. FRAME 11-411 41/211 5MOROTH FINISH C.M.M. SEALANT "J" BEAD W/ SEALANT 1'-4 3/8" �i; ------------J �--- _ A5.1 �f i I co d I �. _� \i I i j ,� _, iv . — �'� Alz MET. STUD FRAMING 41' ROCKFACE �FACIE 4 5# FELT ... 777777�77 17 11 BUILDING 55 1/211 GLASS 411 41/2" 4 I� COLUMN BOARD rp/all GYP. 5D. 4 11 4 5MQ,,)'0TH FINISH 4 1/2 esDETAIL DETAIL r9 DETAIL 1-09 K12 asa1 1/2"=1 1 1/2"=1 ----------- - - E.D.P.M. ROOFING CARRIED UP WALL 4 OVER WALL CAP 1/2" EXT. -7-17771-7- !=7— PLYWD. PREFIN. b" MET. STUD 1/2"'CGLA5,1 L META FLASHING FRAMING BOARD 7 SEALANT OVER RIGID INSUL. LA PREFIN. METAL WALL FLASHING BELOW \LINE OF FACEIBRICK BELOW ri-S"llillillli, DETAIL 1 1/2"=1 7—OW ASS� O � 0 C ARCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST.PAUL, MN 5 5108-51 18 PH. (651) 642-9200 FAx (651) 642-1101 H.J. DEVELOPMENT CROSSING ALBERTVILLE, MN BUILDING CONSTRUCTION I ISSUE 4/21/03 Revisions I hereby certify that this plan,specitication,oi report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 1 Jon R. Pope Date - 103 Lic. No. 13041 Conn ission No. 34228-03023 Drawn by P.R. S.J. Checked by S.J. co Dale 04/21/03 IM c1l cp 1� 0 cN O O co DI A6 NI N It I 0 3 5/8" MET. cID IGTUD 1 1/2 FRAMING W/ (o 4 1/211 1'-411 5/811 GYP. BD. A S S O C I A T E S SPANDREL GLASS SET IN TREATED BUILDING ANOD. ALUM. FRAME CORNER 5LOCKING AS COLUMN I 3/4" BLACK FACED RIGID BEAD �fREQUIRED I ARCHITECTS �: I �- INSUL. SET IN CLIP ANGLES BY WDW. ROD STOCK 4' INTERIOR DESIGNERS ::...:... _.: SEALANT 31-411 "J" BEAD W/ i - SHIM 4 SEALANT SEALANT c�tlD i 1255 ENERGY PARK DRIVE `n _ cA - ST. PAU L, MN 55108-51 18 2 -0 1-4 =—�-� PH. (651) 642-9200 — FRAMING I / -- i / 1'-i 5/811 \ / \ FAX (651) 642-1 101 ------------- LINE OF — - i 411 RICK BELOW . ASS L L 6II 6II - \. - INSUL. G €' I I II ;.1--� � 14 FAGEBRIGK SET IN ANOD. Ee : ; 11 ' 'I \ i, 1 i (; 1 / GYP. BD. ALUM. FRAME €I ( 1 I ( I I SPANDREL GLASS SET IN / / /.' I ` .• I = tl i l` 4 In" / x s ANOD. ALUM. FRAME i - I .,aa 1 J I I 1 I / r--------------------------------- / RIGID 3/4" BLACK FACED _________ INSUL. 5E IN CLIP ROD STOCK 4 - - -------------------- - - - _ I FRAMING W/ ro FOIL I r / I I = - - 411 —_— �� -, _ ANGLES BY WDW. I:, I SEALANT � 1 ' 1 , � i � I BACK INSUL. W/ �?M rIllp - I SUPPLIER ro I'. I J J ' I = I I I i � I I � J i, I � . I TAPED JOINTS, 5/8 �� BUILDING_.,j % 1/2" GLASS //Z/�/A / , SHIM 4 SEALANT GYP. BD. COLUMN : I BD. J ro" MET. STUD FRAMING W! ro" FOIL ' 15" 17iLLT In" GLASS I 4" ROD STOCK 4 , j BACK IN5UL. W/ TAPED JOINTS SEALANT BD. FAGEBRIGK .: � / / / ! 15• FELT H.J. DEVELOPMENT • I I a ! _ 1 TREATEDL' I i I I II i I _ -----------------------I-------- ----Ii 1DETAIL AnUmERTMLLE I BLOCKING As , %. ; `" J ' \ ` ' e >o� 1 " REQUIRED A�2 11/2 1 _0 3 5!8 MET. _ I / STUD IIJ11 BEAD W/ BUIL ING 4 roi I ro \ I _ i CROSSING #FRAMING W/ SEALANT COL MN �= 15/81, GYP. BD. PREFIN. MET. WALL ALBERTVILLE, MN TREATED BUILDING - CORNER ;BLOCKING AS COLUMN + ---\ i _ - - i / FLASHING CAP REQUIRED BEAD _ 'INSUL- GLASS "J" BEAD W! SET IN ANOD. r � SEALANT = = ALUM. FRAME � I; A � • I 14 DETAIL IXL�, I ,� I► I I I I I As2 11/2 -1 011D11 X\ XXF\ \ r ROD STOCK 4 - --- ---- ----- ----- ------ 1 -0 (0 ro 14 I II II II I_ II /cxttD SEALANT �-�- _.�". -— — — • �_ � tl tI • I / 4 5l811 511 11_411 CJ INSUL. GLASS tl SET IN ANOD. �� 1 1 r 1 IN5UL. H.M. DOOR 4 ALUM. FRAME €I ; ' I I I ! I I ro MET. STUED FRAMING W! roll FOIL 15" FELT 1/2 GLA55 4 DETAIL FRAME BACK INSUL,-lW/ TAPED JOINTS BD, I FAGEBRIGK II l I `I v s w ' IMi, A82 11/2 -1-pI' :I - : I d - ................ 2'-0 I -4 I ROD STOCKi GRD SEALANT GFW 11 I13 DETAIL ro" ro" ''4" _� / CONSTRUCTION ro MET. STUD FRAMING W! ro FOIL 15" RELT 1/2" GLASS I 4'1 BACK INSUL. W/ TAPED JOINTS A a2 11/2'-1'-09 _ ro" MET. S,�UD BD. FAGEBRIGK FRAMING �U/ ro FOIL -'. - ______ _____________� ISSUE roll roll ,I_411 I II :,, 'I j / BACK INSIUL. W/ ..�.....::.1 - _ 411 , ROD STOCK 4 TAPED JOINTS, 5/8" � I ( ' i FAGEBRIGK SEALANT GYP. BD:. pip ROD STOCK 4 I � � I = �� 4/21/03 -----, : I SEALANT . I I '. � e -A (**'2 ETAIL - _ ' i A62 1 -1roll 0 3 5/8 MET. r .�P� ; 't Y+ ' / In GLASS i ` f5TUD ASS - [FRAMING W/ = I _ • BD ----- .5/8" GYP. BD. ` .. 1 _ . ' .---,-------- --- : � -- 'TREATED BUILDING 1 ln" RIGID INSUL., CORNER [BLOCKING AS COLUMN POLY VAPOR I I I I I I I - 4 —� ' BEAD (REQUIRED I BARRIER, 4 5/8 GYP. \ I t ' i I t BD TREATED l ' i ,----- 15 FELT BLOCKING A5 n BUILDING COLUMN I / � I I I / / REQUIRED J BEAD W1 11 = i _ OGW T d Q IIJIIBEAD W/BUIL ING 4 ro i ro SEALANT = SEALANT COLUMN - I FELT - m777. co ; / 1/2" GLASS \ J 1 l 1 1 \ GYP. BD. Ij — — (AID 811 ROCKFACE INSUL. GLA55 €I : _ .:I ° C.M.U. I , tl : I INSUL. GLASS - I I t 411 - / SET IN ANOD. I r I 4" FAGEBRIGK, 4" tI � � ! I � i ROD STOCK 4 SET IN ANOD. 1 --�- I I `, I AGEBRICK ALUM. FRAME EI I I I I! I I I ° i` I I\ Lam` , BRICK � I 1 ,, 411 F tI I i L=1 I I SEALANT _ ALUM. FRAME - I; , ( , .;..:.......,, -CMU. AC �r SMOOTH FACE 6I - II i I I 1 I ;: ° d _ © .: I f' _ ------ - -------- SEE STRUGT. E <.:..... ROD STOCK --------------r----------------- - ----- -----------------_� -�' 1'-011 QI1 SEALANT ��- ° ° ROD STOCK 4------- ---- V SEALANT �-� - � _ `. I / d ° d ROD STOCK 4 - ro" MET. STUD FRAMING W/ ro" FOIL SEALANT K15 DETAIL BACK INSUL. W/ TAPED JOINTS 15" FELT In GLASS I 4 ROGKFAGE 15« FELT ln" GLASS 4" A62 11/2'-1'-ON BD. C.N.U. BD. I FAGEBRIGK c;RID 12 DETAIL rd� 2'-°" '�-4"��211/2'-1'-0' �,p 4 5/811 QI1 ,1_A11 aan V INSUL. P.M. DOOR 4 Revisions A82 11/2�=1'_0' �D rg DETAIL ° II,I FAME I In11 SPANDREL GLASS ;"ET IN II il ro MET. STUD SPANDREL GLASS SET IN PAIR OF ALUM_ DOORS W! (oil 4 In ANOD. ALUM. FRAME AB2 1 1/2'=1'-®* (oil ro ANOD. ALUM. FRAtME SPANDREL GLA55 4 3/4" BLACK FAGED� F (o" MET %rUD ROD STOCK 4` FRAMING W/ roFOIL RIGID II SEALANT PREFIN. MET. BACKER I - 11 11 11 I " BACK INSUL. W/ 3/4" BLACK FACE DRIGID — -- I - INSUL. SET IN CLIP ro ro 1-4 FRAMING; lW/ ro FOIL - _ TAPED JOINTS, 5/811 INSUL. SET IN CLIP PANEL — ANGLES BY WDW. (o" MET. VITUD -�- i ROD STOCK 4 BACK INSUL. W/ GYP. BD. ANGLES BY WDW!. ro" MET. STUD _ `� SUPPLIER TAPED JOINTS, 5/S" ° ° — SUPPLIER FRAMING W/ 6" FOIL i = SHIM 4 SEALANT i / STOCK d BACK INSA,UL. W/ ' SEALANT _ I _ FRAMING LW/ 6" FOIL ° " GYP. BD?. _- =''-' BACK IN5UL. W/ I - ,:, ROD 5 OC I 1'-i 5/8" B L SEALANTJOINTS, 5/8 TAPED — — TAPED JOINTS, 5/8" I ' :. s: GYP. BD:. �----------------- GYP. BD. Y I "FELT j d - / d °/.. ---- i v (` 4 u {; {iilni:i{, :.: ii ii u; 'L 1 •, / In11 GLASS _�:� / d 4 I I I OGKFAC 1 ------ ------------ - i C.M.U. AGEBRICK �.: — i by fy plan,speciticafioo,or 7I _ _. -- -% I here certi that this 4 �— — report was prepared b me or under my direct roll MET. STUD I _ II II __ IL_�./. II ° - y 1 4 - -; 1/2" GLASS,, supervision and that 1 am a duly licensed FRAMING W/ roro (oil TREATED / , ° — , ' / BD. Architect under the laws of the State of Minnesota. SOUNp INSUL. BLOCKING A5 V- t `� `BUILDING d REQUIRED i COLUMN 6 DETAIL BUILDING 41I--ro+F-_ ::; ro d _ _ ° - 11J11 BEAD W/ COL MN OR�9 GR� SEALANT -- ° - " FELT 4 ETAIL A62 11/2'=1'-0� �, - Jon R. Pope a C>1RID - - : i �� L '� !1©! !1 - In GLA55 I 15" FELT i A�2 1 1 2 1 —0 " 4 1n" ° 5!8 \ , BD• f I Date 4/21/03 Lic• No. 13041 SPANDREL GLASS SET IN tr / `, X GYP. BD. J BEAD W/ _ - - q�D — \ ANOD. ALUM. FRAME - ° SEALANT /' ° -� ` ___ _ I ' ° ° I I ! ' 34228-03023 ------ ' CORNER -- -... °' I = { , I _______________________________ _J Drawn bP.R./ _ INSUL. GLASS , : � ,_ --- , _ I l � � � � y P R SA BEAD SET IN ANOD. u I 1 I - i r I 4 SHIM 4 SEALANT - I :. ' I I , (� ( , i OCKFACE ° ° ° ° ° 11 Checked by S.J. �r ALUM. FRAME i I 1 I I ( , I i - -----------=� C.M.U. ° ° G TREATED = I I b --- - ` BLOCKING AS SMOOTH FACE " �' I I i I I I I ° `r_ �''� --- ° d ° y � ° � Date 04/21/03 REQUIRED _ ? n I I _ * ELT LA ROD EALSTOCK4 L____________ _____ ______ ° d ° d ° j - roil MET. STUD - i 1n11 S5 ANT �-► �..:... c ° , ' i / d 12" ROCKFACE C.M.U. FRAMING W/ roil FOIL i ° BD / ° G ° ° �� i ° SEE STRUGT. d o \ BACK IN5UL. W! TAPED JOINTS, 5/811 = i / ° i ° ROD STOCK 4 0 $HEFT ° SEALANT 04 GYP. BD. i 4 ROCKFACE ��y� M.U. 15" FELT 1/2�GLS 41' 11_011 811 0 �LdJ\� ° BD. I ROCKFACE a C.M.U. 0 o 1-1 to 5 ETAIL ro1I ro11 2'-011 1'-4" N o �� '- co 0 0 A82 1 1/21 oDETAIL 1 DETAIL n ®ETAIL 1sDETAIL AC�2 ,- 's A82 11/2'=1'-0� Ae2 11/2" 1 0� 11/2 -1 0 11/2 1 0 I OPENING SCHEDULE ROOM FINISH SCH EDULEI a �o Room Floor North Wall East Wall South Wall W ast Wall Ceiling Revision Dr. No. Room Name Width Height Thick Dr. Type Fr. T e Fr. Dept Hdwe. Dr. RatingRemarks: Rev No. Name Material Finish Bagge Material Finish Material Finish Material Finish Material Finish Material Finish Height Remarks A S S 0 C I A T E S GYP. BD. GYP. BD. GY P. BD. IN Cq 100A TENANT 100 3'-0" 7'-10" 1 3/4" A A —1 4 1/2" AL-2 100 TENANT SPACE 100 CONC. SEALED ALUM. WDW. TAPE &SAND ALUM. WDW. TAPE &SAND GYP. BD. TAPE &SAND ALWM W W TAPE &SAND N.I.C. 100B TENANT 100 3'-0" 8'-0" 1 3/4" A A-9 4 1/2" AL-2 101 STORAGE ROOM CONC. SEALED GYP. BD. TAPE & SAND GYP. BD. TAPE & SAND GYP. BD. TAPE & SAND GYFP. BD. TAPE & SAND N.I.C. ARCHITECTS 101 STORAGE RM. PR. 3'-6" 7'-10" 1 3/4" B A-10 4 1/2" AL-1 102 TOILET ROOM CONC. C.T.-1 C.T..--2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1 /CT-2 G;I P. BD. PT-1 /CT-2 GYP. BD. PT-2 8'-0" W IN C.T. GYP. BD. GYP. BD. IN INTERIOR DESIGNERS 102 TOILET RM. 3'-0" 7'-0" 1 3/4" D H-1 5 7/8" 21 103 TENANT SPACE 103 CONC. SEALED GYP. BD. TAPE & SAND TAPE &SAND GYP. BD. TAPE & SAND TAPE &SAND N.I.C. ALUM. WDW. ALIUM. WDW. 103A TENANT 103 3'-0" 7'-10" 1 3/4" A A-3 4 1/2" AL-2 104 TOILET ROOM CONC. C.T.-1 C.T..--2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1 /CT-2 G;�(P. BD. PT-1 /CT-2 GYP. BD. PT-2 8'-0" WAINSCOT 1255 ENERGY PARK DRIVE GYP. BD. G P. BD. ST.PAUL, MN 55108-5118 103E TENANT 103 3'—O" 8'-0" 1 3/4" A A-8 4 1/2" AL-2 105 TENANT SPACE 105 CONC. SEALED GYP. BD. TAPE & SAND ALUM. W W. TAPE &SAND GYP. BD. TAPE &SAND ALUM. WDW. TAPE &SAND N.I.C. / / / / WAIN C. T FAX (651) 642-11011 106 TOILET ROOM CONC. C.T.-1 C.11..--2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1/CT-2 G;Y(P. BD. PT-1/CT-2 GYP. BD. PT-2 200 8'-0" GYP. BD. G P. BD. 107 TENANT SPACE 107 CONC. SEALED GYP. BD. TAPE & SAND ALUM. WDW. TAPE & SAND GYP. BD. TAPE & SAND TAPE & SAND N.I.C. ALIUM. WDW. 104 TOILET RM. S-0" 7'-0" 1 3/4" D H-1 5 7/8" 21 108 TOILET ROOM CONC. C.T.-1 C.T.:-2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1/CT-2 GYP. BD. PT-1/CT-2 QVP. BD. PT-1/CT-2 GYP. BD. PT-2 8-0 WAINSCOT WAINSCOT i GYP. BD. G. P. BD. 105 TENANT 105 3'-0" 7'-10" 1 3/4" A A-1 4 1/2" AL-2 109 TENANT SPACE 109 CONC. SEALED GYP. BD. TAPE &SAND TAPE & SAND GYP. BD. TAPE & SAND TAPE & SAND N.I.C. _ ALUM. WDW. ALIUM. WDW. Mlli'1111110'v , n48 C.T.106 TOILET RM. 3'-0" 7'-0" 1 3/4" E H-1 5 7/8" 21 110 TOILET ROOM CONC. C.T.-1 C.TT..--2 GYP. BD. PT-1 /CT-2 GYP. BD. PT-1 /CT-2 GYP. BD. PT-1 /CT-2 G;`YP. BD. PT-1 /CT-2 GYP. BD. PT-2 8'-0" �p/AINSCOTapt F tl 1, 1 " „ „ 107 TENANT 105 3 —0 7 —10 1 3/4" A A-1 4 1/2" AL-2 111 MECH. ROOM CONC. SEALED VB�1 GYP. BD. PT-1 GYP. BD. PT-1 GYP. BD. PT-1 G;YP. BD. PT-1 EXPOSED PT-2 �� { = . ,alto € 108 TOILET RM. 3'-0" 7'-0 1 3/4 D H-1 5 7/8" 21 109A TENANT 109 3'-0" 8'-0" 1 3/4" A A-6 4 1/2" AL-2�- 109B TENANT 109 3'-0" 7'-10" 1 3/4" A A-7 4 1/2" AL-2 110 TOILET RM. 3'-01, 7'-0" 1 3/4" D H-1 5 7/8" 21 111 MECH. RM. 3'-0" 8'-0" 1 3/4" B A-8 4 1/2" AL-3 H.J. DEVELOPMENT SEE SHEET A5.3 FOR MATERIAL SCHEDULE AUDIDERMLL� CROSSING W/ RIGID INSUL., E PREFIN METAL ALBERTVILLE, MN BACKER PANEL STAIN FAINT VARNISH FINIS�4 BUELDFING i 111 Gx 6A G -2 III, 11� 20' -V11 20' _ QII D S.C. /� � OA 2 11 �)II 211 211 211 211 �111 CJ1V H.M. ALUM.ALUM. L L WOOD3'-511 3'-5" 3'-211 Y-2" 51_211 3'_011 91_/ 1140 2 2'-611 2-� 2'-6"21 2'_611 21I 3 -0 2" 3 -0„ 21 2'-1011 �2 3. 4mll 211 CONSTRUCTION 32 -8 ISSUE CV N -IF 211 211 211 11 211 211 211 211 2 11 - 4'-5 3/4 4'-5 3/4; 4 -5 3/4 4'-5 3/4 4'-5 3/4 4 -5 3/4 4'-5 3/4 = GL-6 L-6 GL-6 GL-6 GL-6 GL-6 GL-6 GL-6 GL-6 GL-6 GL-6 GL-6 Gs IL:6 N =^ I I c'n 211 VARIES 2" = 4/21/03 N SEE % j � SCNED. ✓ Ll — _ — GL-6 GL-6 GL-6 GL-6 iO / SAL /!/. GL-2 GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 LU > FLOOR LINE 6'-101, l'-0" 6'-101, g _4 6'_011 91_411 H-1 H.M. A11 ALUMINUM - A10 ALUMINUM ALUMINUM A9 �.s�� !! V �� V 1 11 20'-Q11 20 -8 V CAL -1 1/4" FLOAT (CLASS 211 6'-1011 3'-0" 10'-1011 Q 2z' -811 ll 3'-011 61_411 51_QII 51_/ 2 11 2 11 2 11 J 'VV11 211 2 V 2 211 2 11 2 1I 2 11 2 11 211 2 11 G 11 2 11 211 INSU . T M Ass 2 -Il 2 -11 3 -0 L 2�--6 2 6 2 -611 L L L OPENING CL-2 L E E'ERED L 1 _ 11 6'-011 3'-2" 3'-2" 2'-6" 3'-10" 3'-10" 4'-4" 4'-411 4'-4" 4'-4" Z4 -4 211 SCHEDULE 2'-10" 3'-0"' _ CAL-3 1/4" UJIRE GILASS N -4 1" INSULATED ASS e _ _ - G -6 GL-6 GL-6 DOOR TYPES 1 CL L D L = GL-6 GL-6 GL-6 GL-6 G1;L-6 GL-6 GL-6 GL 6 GL 6 GL 6 L GL-5 1" INSUL. GL/ASS W1 MUTTINS FRAME TYPES CL-� Sf ANDREL, (GLASS 61 cs� \� ,'/ �/ / — -4 GL-4 GL-4 GL-4 CGL-4 , — a _ / / GL-2 //' - = GL _Ll Revisions CAL-�A SPANDREL. (GLASS / �' �' e = ;,/ ,ai N 0) ��-2\\ / G/- -- -- a 1 I e = 6'-011 6'-011 5'-4" — 6'-8" 6'-0" 8'-011 A7 ALUMINUM A5 ALUMINUM A8ALUMINUMA6 ALUMINUM 20.8 ' " 211, 211 211 2" 211 1 hereby certify that this plan,specification,or 22'-0" 20 -S 4'-11 1/2" 4'-11 1/2" 4'-11 1/2" 4'-11 1/2"" „report was prepared by me or under my direct 20 $ supervision and that I am a duly Licensed 211 211 211 211 211 211 3'-10" 4'-0" 4'-0" 4'-0" 3'-10" 6'-6"—Ail 1! 15'-611 l'-6" 3'-0" 10'-2" Architect under the laws of the State of Minnesota. 2„ 211 211 211 211 211 211 211 211 211 211 211 111 211 3'-z" 1 3'-011 3'-811 31_Q11 31_Q11 31_$11 3 -6 31411 3 -2 3 2 31 -2 V Jon R. Pope Date 4/21 f 03 Lic. No. 13041 �' M - `" N N Commission No. 34228-03023 / \ \ Drawn by P.R. / S.J. 61 // - GL-4 GL-2 GL-2 GL-2 GL-4 GL-4, GL-4 GL-4 GL-2 \ GL-2 `p - Checked by S.J. GL-4 GL-4 GL-4 GL-4 GL-4 / GL-2 GL-4 GL-4 GL-4 GL-4 _ � e Date 04/21/03 ON G -2 GL-2 GL-2 GL-2 GL-2 GL-2 —IFGL-2 GL-2 / / GL-2 _ _ o 0 e n O 12'-41/2" Y-O" N M O IN ALUMINUM Al M A4 ALUMINUM A3 ALUMINUM A2 ALUMINUM NOTE: SLOPED OR STEPPED FTGS. SHALL BE CAST AS A UNIT. TF.E. VARIE a TYPICAL FOOTING STEP 4 NO SCALE WINDOW, SEE ARCH. 8x8 CONT. BOND BM. W/ 2-S CONT. GRADE VARIES, SEE - ARCH. 4 CIVIL DWGS. 8" 'SEE ARCH. FOR EL. 12x8 CONT. BOND BM. W/ 2-05 CONT. 0, CONT. WALL FTG, SEE *4632" CC VERT'S, DWL PLAN 4 GEN'L. NOTES TO FTG 4 EXTEND INTO [WINDOW SILL BOND ` 1BEAM SECTION 0 u �ff ANCHOR ROD, Q- TOP OF PIER - SEE SCHED. FOR OR FOOTING SIZE Irbil MIN. STRAIGHT EMBED. LG. f . h 'n HEAVY HEX HEAD NUT. TACK WELD TO THREADED 3 FROM SOT- ROD. OF FTG. WHEN THERE IS NO PIER TYR ANCHOR ROD DETAIL PIPE PERPENDICULAR TO FTG. (SLEAVE, SEE MECH) FTG.- FOR PIPES IN THIS AREA LOWER FTG. PIPES PASS THRU WALL. D IA. OF SLEEVE NOTE: 1. FOR PIPES 3'-0" OR LESS BELOW 2. FOR PIPES MORE THAN 3'-0" BELOW FTG. PROVIDE SLEEVE 4 CONC. FTG. USE STEPPED FTG. DETAIL TO GET AS SHOWN. WITHIN Y-O" MAX. 4 NO SCALE 54 ; ... 1/211 = 1'-Oil CxRID,: STOREFRONT WDW, SEE - -- ARCH I I / I STL. STUDS, SEE ARCH. it FACE BRICK, SEE ARCH. j I I I ! I i1 I 1 II 101 SIDEWALK, SEE CONC BOG, SEE PLAN GONG. 5LA5 ON GsfADE, ARCH. GRADE VARIES, SEE I SEE PLAN ARCH. 4 CIVIL DWG5. — �x. X- _ SEE ARCH FOR -I -I Ili-1 I ICI III=, I—, 1= BRICK LEDGE EL /�'. III—I1 1-III,,-11 I_ III=III,-III; ; ;,III,;,III,;,I rbx8 CONT. BOND BEM. 12x8 CONT. BOND BM. j W/ 1- 05 CONT. 4" C.M.U.U. W/ 2 - "5 CONT. 12x8 CONT. BOND BM. W/ 2-$5 CONT. CONT WALL FTG, SEE CONT. WALL FTC, SEE PLAN 4 GEN'L. NOTES SEE PLAN / PLAN 4 GEN'L NOTES PLAN a •^ . a SECTION SECTION 1/2" = 1'-0" cj11 1/2" = 1'-0" c 4 1/2" = 1'-011 STD. CONN. L's 1 v E' I I I S: i I - C ` -: a 151 ICI 0" TO 1/2" MAX. GAP NOTE: 0" TO I/2" MAX. GAP SEE PLAN K' JST. WHERE JSTS. DO NOT TO Brt. LINE UP, EXTEND JST. i 1/a„ z BRG. I" BEYOND (t- �& COL. tw, JST. OF BM. I/411 311 TO BM. TYP STL. BMS., STL. DECK, SEE PLAN I/S" 2" 5EE PLAN STL. BM., SEE PLAN STL. DECK, SEE PLAN `STIFF, Rs. BOTH PROVIDE 5" 1 Izr 4 ,SIDES OF BM. SHOP DP, JST. END 1 (WELDED ' 41 ll5/1rb" �E'_'s THRU W21 BMS Bi�: FOR � 2 1/211 I l(3/8" fE's THRU W30 BMS) r I I I STL. BM., SEE PLAN AT JSTS. CENTERED - - I I AT JSTS. CENTERED ON ON (OR NEAREST) 3/4" MIN. COL. CAP fR. I I TL. COL-' (OR NEAREST) COLS. I COLUMNS, PROVIDE SHOP WELDED TO I I SEE PLAN PROVIDE L2"x2"xl/4" FIELD r STL. COL. BEYON130 L2"x2"xl/4" FIELD WELD STL. COL. BEYOND, COL. PROVIDE 4-3/4",0 1 I I I WELD TO BM. SOT. FLG. 4 �;� SEE PLAN TO BM. BOT. FLANGE 4 SEE PLAN A325 5OLT5 I I JST. BOT. CHORD AFTER JST. SOT. CHORD AFTER FULL ROOF DEAD LID. IS NOTE: WHERE JSIi$- DO NOT FULL ROOF DEAD LOAD IN PLACE LINE UP EXTEND JJ5T. 15 IN PLACE BRG. I" BEYOND 4- OF BM. 13 5M. TO COL. CONNECTION r14_'N SECTION 1, SECTION .54 3/4" = 1'-0" Cj' 4 3/4" = 1'-0" 54 3/4" = 1'-0" GRID 1'-Ou 4111 EL, SEE ARCH 18 SECTION PIER SA 3/4" = 1'-011 EL, SEE ARCH Crbx82 VERTS. 9 48" O.C. INFILL BTWN. CHANNELS W/ STL. STUDS. , v� TSB, SEE PLAN STEEL BEAM, SEE PLAN 1/2 "x9"x10" fE. W/ 3/4"0 ERECTION BOLT. SHOP WELD TO BM. CENTER LINE COL'S AN1D FOOTING CONC. SLAB ON - G59ADE, SEE PLAN C �3 TYR INT. COLUMN NOTE: 5" MIN. 5TRUCT. NOTE: BEFORE ENCASING COORDINATE NUMBER 4 CONC. STOOP SLAB, STL. COLS. IN CONC. OR (t COL'S 4 FOOTINGS— LOCATIONS OF RWL'S W/ SEE PLAN MAS., PAINT COL. BASES MECH, DROP COL'S AS DOOR AND THRESHOLD, SEE CONFORM DECK 4 TOPS OF ANCHOR BOLTS W/ ASPHALTIC COL ISOLATION JOINT ARCH. SHOWN FOR LOG. 4" SLAB BRG. FAINT I I STEEL COL, 5A5E fie 4 CONC. SLAB ON III CONC BOG, SEE PLANI- r , ANCHOR BOLTS, SEE SCHEDULE I GRADE, SEE PLAN SLOPE, BEE ARCH. STL. COL., BASE PLATE 4 I I ANCH. BOLTS, SEE SCHED. I I (III. - <-+--°--- •_! a .., ° � I ' �1, I �11=_ -=1 1=1-! I -I 1 i _ -III II I-1111 - LI --- rb" MINA. VOID-- ter= ` • -I,i� SIDEWALK SLAB, I `I -I I I=1 I I=1 I 1=1 I Ed I I= n— II=: I :. 1 1; SEE ARCH. COL. ISOLATION JOINT — III_ III=III=i: =1' ° R - �,=- ----� -I1- —i—I I;-1' TF `' I IIII1=i �- -III=1 : i1= + / - 2 -++I- �:- 12x8 CONT. axe C6PNT. - SEE PLAN BOND BM. W/ BOND' fBM. W/ / tY - 2-05 CONT. 2-05 C-'�3�NT. / -0"/ SEE PYLAN �3 RWL, BEE ARCH/MECH CONT. WALL FTG., 5EE PLAN 4 GEN'L. NOTES / % TF.E. SEE PLAN FOOTING, SEE PLAN 4 TYPICAL FOOTING, SEE PLAN d SCHEDULE <� n .• °• °. a SCHEDULE n CONT. WALL FTG., SEE PLAN 4 GEN'L. NOTES 5 TYPIC'AL 6 RWL 6 INTERIOR COLUMN SECTION �541/211 = 11-0" S� 1/2" = 1'-On` !J4 I/211 = 11_011 3' -4" SEE SEE 1-RI5 CUT -NO REINF- RE PLAN PLAN 2-RI5 CUT-REINF. W/ 3✓%16 FACE BRICK, SEE STL. COL. BEYOND, SEE 3 OR MORE RIBS CUT - LFRAMING AS4CH-SHOWN BELOW lox& CONT. BOND BM. W/i ° / /PLANPROVIDE STUDS, SEE ARCH.O6 RADE VARIES, SEE 4 CIVIL DWIGS.EL. JU/ k ii I I.ARCH. 1-05 CONT. TOP 4 BOT.S1111L. 100'-0" VER. W/ ARCH.TAP PIER • ' �, _It , -_--�. :.: AT 2-RI15 CUT PROVIDE PL. Q'D. 3/16 "x24"x2'-O" ll PL a FRAME OPENIG I! —III —III— w/ L4"x4°x1/4" I I SHOP WELDED IIII I M I TO HEADER L'5 IIi( I OP G I II ` ` III I I II `G CONIC. PIER, SEE PLAN II.I I I III 4 SCHEDULE I/e rYP II'.I 111 CiONT. WALL FTG., ° ° ° ,., . - - - - - - - - BrE PLAN 4 GEN'L. ° N' TES p IIII i I I:I 1 HEADER L'S IIII NOTE - III • . V.; L4x4x1/4" NOTCH VERB VERIFY SIZE, NO. 4 LOCATION OF LEG TO FIT TIGHT TO ALL MECH, ELECT. OPENINGS W/ JOIST TOP CHORDS GENERAL CONTRACTOR Lll 1m SECTION 11 OFG. FRAME PLAN VIEW �54 1/2" 1'-0" CJL� 3/4" = 1'-0" STL. DECK, SEE PLAN. STL. JOIST., ' SEE PLAN. DO NOT CONNECT STUD TO TRACK SEE GENERAL NOTES FOR REQUIREMENTS. P =1500 MAX. f (t_ PANEL POINT FIELD WELD CHANGER LOADS MUST L2"x2"xl/4" (SUPPLIED I BE APPLIED TO THE BY J5T. MFR) P=1500 CENTERLINE OF CHORDS MAX. OF THE JOIST. (I.E. . PANEL POINT ECCENTRICITY) NO ONE HANGER LOAD OF HANGER LOADS ARE TO 150" IS ALLOWED PER BE APPLIED TO THE JOIST. ANY INCREASE IN JOIST TOP 4 SOT. THE LOAD OR NUMBER OF CHORDS, BETWEEN PANEL LOADS PER JOIST MUST BE POINTS, UNLESS A VERT. APPROVED BY THE JOIST L2 "x2 "xl/4" IS WELDED MANUFACTURER TO THE JOIST CHORDS CONNECTING THE CHORD MEMBER TO THE OPPOSITE PANEL POINT 12 HANGER LOAD CONDITION AT JOIST NO SCALE I i DEEP LEG TRACK W/ 3" LEG. TRACK TO MATCH 51ZE 4 GA. OF WALL STUD. ATTACH TO O UNDERSIDE OF EXIST. DECK WI(2)-*10 TEK SCREWS 9 8" GRID I I O.G. PROVIDE 1 1/2" GAP BETWEEN TOP OF STUD AND ('_Oil TOP TRACK INSTALL AFTER I'-0 DEAD LOAD IS IN PLACE. EL, SEE ARCH I �I I TOP OF WALL - SLIP TRACK DETAIL 3/4" 1'-0)" �J I �s CONT L-3"x3"A/4" / I STEEL DECK SEE PLAN, FIELD WELD GRID GRID GRID D ECK TO Crbx8.2 VERTS. 19 J015 4 EDGEANGLE 45" O.C. INFILL BTWN. 1'-411 I'-011 4 i EEL, SEE ARCH EL, SEE ARCH / CHANNELS W ::::::::::::::::::::::::::::::::....---;:::::_:::-::::.;:::--::::::::::::::::::::::::-----::-:--::::::::::::::::::;, STL STUDS ,:; II EL, SEE ARCH I I 1 ! I ,/a b TAB fE. AS 0 0 O1 i 1 I REQ D. I ! I ;I I , TSB5EE PLAN STEEL BEAM, ' I I I / CONT L-3"x3"x1/4"' CONT L-3"x3"xl/4" I I SEE PLAN � i� I I ;I i I I I I STEEL DEC< SEE I ! STEEL DECK SEE PLAN, ! II I I 1/2 "x9"xl0" iE. W/ 3/4"0TO FIELD WELD DECK TO i J015T 4 EDGE ANGLE FIELD WELD DECKCbx8.2 VERT5. g CONT L-3"x3"xl/4" CONT L-3"x3"A/4" ERECTION BOLT. SHOPJOIST 4 EDGE ANGLE 48" O.G. INFILL BTWN. i 1 CONT. L4x4x1/4" FIEyLD CHANNELS W/ (o 11-IS GA. CSJ STL. STUDS I I STEEL DECK SEE PLAN, rb"-18 GA. GSJ STL. STUDS I I '; STEEL DECK SEE PLAN, �, I I ;' g lrb" O.C. FIELD WELD DECK TO WIELD L TO TOP O(F JSTS STL. STUDS. �� l,lrb O.C. ! FIELD WELD DECK TO I I i CHORD. JOfBT 4 EDGE ANGLE J015T 4 EDGE ANGLE ! I I I I I I I � I/b 2 rYP I/4 6 I 1 1 1 CONT. L441/4" FIELD I I! I 1 i L-3"x3"x1I4" g EA VERT Crbx LOG WELD L TO TOP OF JST5 FACE BRICK, CHORD. SEE ARCH. TSB, SEE PLAN I R I I O 0 1 1 0 < I F_ I r 11 I i / I TAB IL-. As 1/811 2" STEELAM /I REQ D. I 1/9 I T7P BE k l l SEE PLAN L 1 I L 1 ;TSB, SEE PLAN I TSB, SEE PLAN / -- _-- --1 I / 1/2"x9"AO" fE. W/ 3/4"0 ERECTION BOLT. SHOP r STL. JST. EE PLANCONT TS - EL, SE RC / WELD TO BM. FIELD WELD TO VERT , k .I � STEEL BEAM, i O i / i / STEEL BEAM, I O i / /_ / Grbx CHANNELS : �"�. ' I i SOFFIT FRAMING, STL. JST., 5)rEE PLAN. i I�i SEEE PLAN I / SEE PLAN 1 / / 1 I / / SEE ARCH �a / CONT L-rb"xrb"x3/8" L-3"x3"xl/k1" g EA L-3"x3"A/4" EAJL 1 / / WELD TO VERT CHANNELS 4 CONT T5 MEMBER FACE BRICK, -� i 1 VERT CrbxtILOC FACE BRICK, l VERT Crbx LOG _, - =_- _�_ ---- FIINISH., SEE ARCH. FINISH., SEE ARCH. SEE ARCH- I 1 I 1 I SEE ARCH. _::—- - 4 _ i I rb 14 GA. STL. j - / / / I / / ' / I STUDS ,0 16" O.C. I STL. J5T., BEE PLAN. I i I/ / Q/ / 5%. JST-, SEE PLAN. 1 101 rb"-18 GA. GSJ STL. STUDS / I rb"-18 GA. CSJ STL- STUDS STL STUD HEADER I/I 1/ BRACE 48" O.G. BRACE 48" O.C. 1 / 9 DOOR ....--------------.............------------__------.-------- ---- i - - - _....._.. -... ................ I ! \ CONT TS rb "x2 "xl/4", I I CONT TS rb "x2 "A14", ; I - 11 FIELD WELD TO VERT + FIELD WELD TO VERT i I AWNING, SEE ARCH. / ! Cox. CHANNELS Crbx CHANNELS I I I I - / I :._ . = EL, SEE ARCH , -'•-. -. - - - IV i•l nc •L i.11 ..rr-I. I I��.. FIELD WELD IN PLACE FOR DECK SUPPORT. / ]&& SECTION 54 J 3/4" 1'-0" ASS 0 C I A T E S ARCHITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAU L, MN 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1 10 7 H.J. DEVELOPMENT i ALMERMLILE II CROSSING ALBERTVILLE, MN BUILDING CONSTRUCTION ISSUE 4/21/0%3 BUILDING 'D' SECTIONS Revisions STEEL PACKAGE 4/4/03 hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota Cory C. Cosperson Dale 4/21/03 Lic. No. 21820 Commission No. 34228-03023 ...........I......:.... EL, SEE ARCH I --==_ - ! =:-::: _EL, SEE ARCH �` Drawn by - ORF _. :.................---------- _....._------------ __._....._..._.- ........ . ........_. _....._ I ..... ..... EL, SEEz -ARCH I _ a_ EL, SEE ARCH CCC /i = ----_- -a ----- ----- ---- - - .. Checked by - - - - ....... - -- -._.. _.................. - CON[ L-rb"xrb"x3/8" is ...........i I.............: SOFFIT FRAMING, SOFFIT FRAMING, BRG- rb" ON BRICK 1 Date 4/21/03 AWNING, SEE ARCH. �, AWNING, SEE ARCH, m SEE ARCH SEE ARCH EA. SIDE OF OPNG. CONT L-rb xrb x3/8 SOFFIT FRAMING, CONT L-rb xrb x3/8 I! SOFFIT FRAMING, Clark Eng. Commission No. S03157 WELD TO VERT CHANNELS SEE ARC4 WELD TO VERT CHANNELS SEE ARCH WDW. SEE ARCH. WDW. SEE ARCH- WDW. SEE ARCH. 4 CONT TS MEMBER 4 CONT TS MEMBER I WDW. 5EE; /'ARCH. ~— WDW. SEE ARCH. SCr IJ (ION K�23 SECTION SHEET 19 SECTION 20 SECTION ! 21 SCTIDN 22 rJ� 3/4" = I'-0" C7� 3/4" = 1'-0" S� 3/4" = 1''f®� CjL�. 3/4" = 1'-0 BLDG i v n i r� I — 0 W v S O _ n v 7 ° MH o - w I I O G DD .ter "ol DD �' e e Zi 4 g 4 t 9 y y, y < 4 G C.B. G G G G G - 1FGN T T T T TEL E D T _ FO F0 fro FO FO FO FO fo Fo Fo Fo E T I_ T TEL PED I — :_TP E C PED P _ I j YD o I SIGN I I• I O I _ I _ i - I Q IIGN I - BI I - - A i TEL PE -- — 1' --- f NO PAR ING ., ::.,... �' S N 1 , 1 SIG s H + I 6" 90° BEND i HYDR�NT, 1 L+11 p � 3' °I V 1�� , ` 5-�-(6 DIP i MECH J CL c53 _ 11 I SANITARY SEWER ROOM i a_. o PIV 1 0 / 40 LF 6�P CL 53 ;s.;� :: IE 955.16 J f ' : � � o ILL 11 O 7 Pro O 6 90 BED _ 11 � v 22 LF 6 PVC 6� TEE - L Q 5.65X J s M 6" 22 1/ BE �101 v � `• MH 2 . nr.,. r.;cs•, 45 LF 6 DIP CL c RE 961.90 HYDRANT, I IE 953.63 6 �' �r4: (L & 6" TEE ` l ,r t�,'.: ':. , CON CT TO �— L ♦ o. :*?rb;; �}!{ EXIS G 611 •''` ,,`" DIP TUB Ld S - + tt7 :,,:ti.'.r • •'• 'pie~�•}r• 1 o L°-cl t F ♦ ••• / �_ J ♦CONNECT TO E 961.00 v /EXIST IE 948.60 MH ' 10^�O ` 1PVC STUB ONTRACT SHALL - •}' ��' '�' '� ♦ REMOVE PIPE ' I 147 LF 6" DIP CL 53 NOT NEW ED ,� VERIFY D TH & 11 FORle SERVI LOCATI OF SANIT Y 6 Sf00 BEND SEWS TUB PRIOR o TO C STRUCTIO 11 0 OF NITARY SE E ,0 A ADJUST RRDINGLY/a a � DD � Q j G P h' PED--®.®......— / I " I e n 6 45 & 6" 22 1/2° BENDS DD r" I � I L I J a I J Q4 I 0 _ J I i Q .- C.61.. SIGN/ Iq N, � SIGN o _ ci odwv ii / wv I IVI H e 1 I I I� o I I I � HYDU I DD DD DD DD G SITE PLAN BY POPE ASSOCIATES. CONSTRUCTION STAKING OF BUILDING AND CURB SHALL, [BE PER PLAN BY POPE ASSOCIATES. CONSTRUCTION STI?AKING OF SEWER, WATER, & STORM AND SITE GRADING SHALL BE PER PL/AN BY ENGINEER. EXISTING UNDERGROUND PIPING IS BASED ON • INFORMATION FROM OTHERS CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SERVICES AND REFRORT DISCREPANCIES TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION NOTES - I. CONTROCTOR SHALL CONTACT GOPHER STATE ONE —CALL, (651) 454-0002 ((TWIN CITIES METRO) OR (800) 252-1166 (OUTSTATE), FOR UTILITY( LOCATIONS PRIOR TO EXCAVATION. 2. WATERMAIN TO BE CONSTRUCTED WITH A MINIMUM 7.5 FEET COVER. 3. WATERf"MAIN TO BE LOWERED TO PROVIDE A MINIMUM 18—INCH CLEARANCE BETWEEN' OUTSIDE PIPE WALLS WHEN CONFLICTS WITH SANITARY 53EWER OR STORM SEWER EXIST, 4. CONTRAXCTOR SHALL VERIFY EXISTING PIPE SIZE, TYPE, ELEVATION (OF INVERT AND LOCATION PRIOR TO CONSTRUCTION. THE PROJE 0..T ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANOES. NO WORK SHALL BE COMPLETED UNTIL DESIGN MODIFICATIONS ARE COMPLETED. LEGEND) a a EXISTING SANITARY SEWER — --- <d PROPOSED SANITARY SEWER I --AEI I EXISTING WATERMAIN -- PROPOSED WATERMAIN as 44 EXISTING STORM SEWER C�® PROPOSED STORM SEWER VICINITY MAP 5 x 36 31 3 94 s ante st, HE at 1 SITE 6 9 am st. w CITY OF ALBER TVILLE �.1 12 7 SECTION I, TOWNSHIP 120, RANGE 24 0) 20 40 60 :SCALE IN FEET STANDARD MANHOLE CASTINGS STANDARD RECTANGULAR MANHOLE — SLAB TOP CONCRETE CURB & GUTTER — TYPE "B" CONCRETE VALLEY GUTTER _ PACER TRAFFIC FLANGE HYDRANT THRUST BLOCKING C-01 NO SCALE. D-05 NO SCALE R-08 NO SCALE R-10 NO SCALE W-01 NO SOALE W-SP-05 NO SCALE _i— NEENAH No. R-1733 RING CASTING HANDLING HOLES TO BE >PLUGGED AFTER OR APPROVED EQUAL PLACING. MIN. PLUG DIA., 2" 6j1 OPERATING NUT B 1/2"R & GUTTER NOZZLE _112" T :� P.11 = "y • .' g = =i i, A: ' 25 4" I SECTION (7 E) CONNECTION (THREAD SIZE 3-I/16 0?D•, E• 71 ' 2 RA BARS IN BOTTOM 3 ° . - ao 4" T P,.I•) TOP BIT. MAT PUMPER CONNECTION (THREAD SIZE 5-9/116"O.D., BAR3"R a' 3 12,. co ,II:: r- ' N 3/4" PER FT. NOZZLE ARRANGEMENT -' °• I as;;• I TWO 2-1/2" NOZZLES gOPENING I C4 N r7 I PLUS PUMPER NO2ZZLES # 4 BARS AT 6" O.C. = 1/2"R I� A IN. NUT CAP _ 211 3i'5 1211 � N :: BOTH WAYS BASE � : ` .� ,. 1 d ,�, , ,°. •+ r` _ _ � FLOW PE _� co CHAINS WITH ••:�: � I � 18 • d A a O Imo. �+ EXPANSION JOINTS - 3/16 H11GH TREADS W 8" INTEGRAL CAST WITH CURB NOTES: - ffr .1 PLAN T I. 16" BREAKOFF SECTION It 2. LEFT HAND OPERATING NUT. I I/4" \ - I EXTRA BAR IN BOTTOM OUTFACE GUTTER - . 2" 411 (1-1/2" POINT TO FLAT) (� 1� U o = 0 2 EXTRA BARS IN BOTTOM - ,o 3. PAINT BARREL SECTION ° . ° 8" TYP. I BAR IN TOP W=12" 6612 \��/\ ��i\��j\ TO GRADE. OoO= c =1=0= W=18" 'B618 NORMAL 4. DO NOT PLUG DRAIN HOLES — _ 1_ 3/8" 3/811 I EXTRA BAR POSIFIrION OPENING 9" FROM THE W=24" B624 #4 REBAR (TYP) GROUND r` UNLESS SO DIRECTED IN -� IN BOTTOM INSIDE WALL OF THE STRUCTURE. THE FIELD. 11 7_3 8" LINE 3 5. HYDRANTS WHICH ARE S ST Q. 611 3/4" : FT. 8-3 8" PLUGGED SHALL HAVE PUMPER S ORM Ev'� � ----.� CAP PAINTED BLACK. TOP BIT. MAT I � 6• THHYDRANTS RED A BURLAP BAG UNTIL '` "•'•' 2-CONCEALED PICKHOLES . II/_•__�,y 18" 18" — ACCEPTANCE BY 311R THE CITY. SHALL NOT HAVE 58 3/8 3 '--i I t—�_ 3"JR. = ALIGNMENT LUGS. SLOPE 3/4 PER FT. 3/4" DIA. SECTION A -A 12-1/411 a, 9-1/211 1�21R 1 Ni Muu s1/4" CROWN NOTE: BASE a6�— 1' ,._..:� ' 3 3/8" 111 R 36 :1 Q CONCRETE VALLEY GUTTER '` = MIN. 3000 PSI CONCRETE (28 DAYS) I I � . I � / 1" MIN. I 1611 2 13/16=' •• •i W 811 - - 5/8„ 1/2' / 11' I 13/4 2 I 8" 5� I 48" I o / STANDARD GUTTER �- 3 3/16" 4 I%4}" a NOTE: SLAB SHALL BE DESIGNED FOR 4AASHTO, H. S. 20 LIVE LOADS. 25 5/8 DIA. 7-3/8" 7/8" HOLES w STANDARD INLET CASTING STANDARD CIRCULAR MANHOLE — SLAB TOP STANDARD SANITARY SEWER DROP MANHOLE PLASTIC PIPE BEDDING GATE VALVE AND BOX INSTALLATION C-05 NO' SCALE D-04 NO SCALE S-02 NO SCALE S-08 NO SCALE W-SP-06 NO SCALE NEENAH No,. R-3246 RING GROUND OR! VALVE BOX (SOLID LID) CASTING OR; APPROVED EQUAL CASTING PAVEMENT LANE I EXTRA BAR IN BOTTOM �� CONCRETE ADJUSTING RINGS MIN. 4" MAX. 1011 I/2" RECESS # 4 BARS AT 611 O.C. BOTH WAYS 27EXCAVATED) 'TRENCH WIDTH " ° C/�/ aCIQQ 0 o O Q 0 = PRECAST ECCENTRIC CONE FINAL I • o d- BACKFILL 00 Od D „ J 16 OC o / C 3 HANDLING HOLES AT AST IRON VALVE BOX 120° SPACING TO BE PLUGGED AFTER PLACING WALLS TO BE CONSTRUCTED OF 16" PRECAST SECTIONS WITH R-4 JOINTS AND INTEGRAL RUBBER PIPE BOOTS COVER PIR?E WIDTH. to 6"-1211 a' TYPE V GRATE TYPE DR f DL GRATE I EXTRA BAR IN BOTTOM ® TEE 18" 18" INITIAL z o BACKFILL o � PIPE INGLINE 37" 37" ` �� z y} ZONE SPR°t .• m LLJ o COMPACTEDLLJ .'••. • •::; ..� : t'. .. R..,;; BACKFILL ",%'•.\,.1 :.`•: •,�.�`:.',;:`.' HAUNCHING a uj 2 EXTRA BARS IN': BOTTOM m / 0"-6" BEDDING I 33„ 34„ a ® • ' '' FOUNDATION �� r■" �� r� •� �� FILL ALL VOIDS (MAY NOT 36 36 581 WITH CONCRETE BE REQUIRED) 43' 4311 6"�•o 1 �a. �'� •i BRICK OR HORSESHOE ' i RINGS ON ALL SIDES T6 '--�'- 3„ ° • \,�. i/.•:,• °.' •t , :°• 61'I-- NOTE: 611+ 2711 e,;: • I" MIN. ° PIPE BEDDING SHALL CONFORM TO ASTM D-2321 "RECOMMENDED 17 3/4" 17 3/4' PRACTICE FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC 48 SEWER PIPE" EXCEPT PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR `O cO MANHOLE INVERT SHALL BE CLASS II WITH 100% PASSIING A 3/4 INCH SIEVE AND NOT MORE THAN 8" BASE FOR ALL MANHOLES LESTS 10� PASSING A No. 200 SIEVE. SLOPED TO PROVIDE SMOOTH I 2411 I I 24" _ i THAN 14' DEEP. INCREASE BASE FLOW FROM INLET TO OUTLET. Q� r� 31" r- 31" NOTE: SLAB SHALL BE DESIIGNED FOR AASHTO, H. S. 20 LIVE LOADS. 2" PER 6' OF DEPTH BEYOND 14':. A FACTORY POURED INTEGRAL AND REINFORCE WITH 6 X 6 BASE SECTION WITH INVERTS NO. 10 MESS IS RECOMMENDED. STANDARD INLET CASTING SHALLOW CATCH BASIN —STORM SEWER TYPICAL PARKING LOT SECTION CLASS V CONCRETE PIKE BEDDING TYPICAL HYDRANT ARID, VALVE BOX C-05 NO SCALE D-03 NO SCALE R-01 NO SCALE S-10 NO SCALE W-02 NO SCALE I 51 OR AS SHOWN ON PLANS FIRE HYDRANT /♦///,i/♦♦////♦/♦♦/ II VALVE BOX CASTING /rti /o/♦ , 1 J COMPACTED BACKFILL � ' r fi•� 11 411 MATERIAL / ♦ ♦ / f ♦ ♦ / . i,ry,�`•:i:, j ;y;: 25 3 4 SAME ELEV. FINISHED r GRADE / / / / / / II NEENAH No. R-1733 ' •, G;=; • / / / / _ ALES TO BE PRECAST i EDGE OF MAT RING CASTING OR �1N / / / / / / � 2'-6" /SECTION OR CONCRETE ` / / /co OR s; 24" X 36" '�1'' /� SEWER BLOCK. VARIES / / / / / / I CURB. ACK OF APPROVED EQUAL '� I UNDISTURBED SOIL .1; '?; • VARIES /VARIESA /VARIES VARIES x qs' -PRECAST OPENINGS 2-10% SLOPE 1 .58c MIN. I/2"C.Y. `t ;"�` f AS REQUIRED MI COARSE f 211 ; ` ,�,. GRAVEL 35 12" "�" g� CONCRETE c• CURB & GUTTER , THE BOTTOM OF THE TRENCH SHALL ;t�� „.•�;:.,:;;;�..,�4 ;f RECTANGULAR BE SHAPED TO FIT THE PIPE BARREL ' i _ SLOPE TO MATCH FOR AT LEAST 50% OF THE I •' "''�' 3"� f�' 3'-6", X 4'-6"' EXISTING MAX. 3: I 2"BITUMINOUS WEAR COURSE (2331, TYPE 41A)) OUTSIDE PIPE DIAMETER.LI •+ 4 TACK COAT -,2"BITUMINOUS BASE COURSE (2331, TYPE 31B) REFERENCE: BLOCKING AS 6" VALVE NOTE: fi>" CLASS 5 AGGREGATE BASE PER SPECS. 6" D.I.P. RUNGS, MIN. 4" MAX 10" CONCRETE PIPE DESIGN MANUAL FINALADJUSTMENT. APPROVED SUBGRADE PREPARED BY AMERICAN CONCRETE PIPE INSTITUTE 18"X18"X5" CONC. BASE NEENAH No. R-2573 I CONCRETE ADJUSTING R 3/4" OR APPROVED EQUAL NO MINIMUM WITH FINAL 25 NOTES: CONCAVE 2 CONCRETE BASE SHALL 6" POURED IN PLACE NOTE: I. HYDRANTS TO BE ORDERED F01R V-0" BURY. IN AREAS OF EXTRA DEPTH ON THE OR 5 PRECAST SLAB. FOR ROCK OR OTHER INCOMPRESSIfBLE MATERIALS, THE TRENCH SHOULD BE OVER WATERMAIN, HYDRANT EXTENSIONS MAY BE REQUIRED. EXCAVATED A MINIMUM OF 6" ANI� BACKFILLED WITH GRANULAR MATERIAL. 2• HYDRANT SHALL BE BLOCKED VR TIED TO THE TEE AT MAIN WITH 2-3/41, DIAMETER TIE RODS. ALL TIE RODS TO BE MAL TAR COATED AFTER INSTALLATION. RESTRAINED JOINT PIPE AND RETAINING GLANDS M1' BE USED WHERE APPROVED BY THE ENGINEER. 3. PROVIDE 4' HIGH FLEX STAKE WITH EACH HYDRANT. 0 A v r1 A r1 A / r1 I A V I L_ — V V I L r� v t57T v v p� TREE PLANTING DETAIL NO SCALE NOTE: DECIDUOUS TREE - PRUNE BACK 1/4" WITH ANTIDESICCENT CONIFEROUS TREE - GROUND LINE TO BE SAME AS EXISTING AT THE NURSERY V K45' Y WIRES OF 10 GA. WIRE APART. BUCKLE FOLD BACK BURLAP FROM TOP OF BALL j 24"x2"x2" STAKE DRIVEN 6" (MIN) i� FLUSH WITH GRADE. 12" (MIN) LOCOiSENED SUBSOIL TWICE BALL DIA. NOTES I. (CONTRACTOR SHALL CONTACT GOPHER STATE ONE —CALL, (651) 454I-0002 (TWIN CITIES METRO) OR (800) 252-1166 (OUTSTATE), FOFa UTILITY LOCATIONS PRIOR TO EXCAVATION. 2. IRRIGATION DESIGN SHALL BE PROVIDED BY IRRIGATION COINTRACTOR. 3. ALL OVERSTORY TREES SHALL HAVE A MINIMUM CALIPER OF 2 Ii,/2" INCHES, BALLED AND BURLAP (B&B). 4. .ALL ORNAMENTAL OR UNDERSTORY TREES SHALL HAVE A MINIIMUM CALIPER OF I INCH, BALLED AND BURLAP (B&B). 5. ALL CONIFEROUS TREES SHALL HAVE A MINIMUM PLANTING HEICGHT OF 5 FEET, BALLED AND BURLAP (B&B). 6. CONIFEROUS SHRUBBERY SHALL BE AS FOLLOWS: SPREADING = I GALLON, POTTED MEDIUM = 5 GALLON, POTTED UPRIGHT = 3.5 TO 4 FEET, BALLED AND BURLAP (B&B) 7. DECIDUOUS SHRUBBERY SHALL BE AS FOLLOWS: DWARF = I GALLON, POTTED MEDIUM = 3 GALLON, POTTED TALL = 24 TO 30 INCHES, POTTED 8. ALL MULCH USED AROUND PLANTING BEDS SHOULD BE ROCK MULLCH. FLOWER BEDS ARE NOT REQUIRED TO HAVE MULCH. PR u FESSIONAL HDPE EDGING & LANDSCAPE FABRIC SHALL BE USED AROUND ALL PLANTING BEDS AND SHRUB PLANTINGS. 9. ALL OPEN AREAS OF SITE NOT ' OCCUPIED BY BUILDING, PAWING OR WALKWAYS, SHALL BE SODDED. 10. ALL LANDSCAPE MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. THIS GUARANTEE ;IS TO INSURE- FOR PROPER INSTALLATION AND SUBSEQUENT VIGOROUS GROWTH OF THE LANNDSCAPE ELEMENT. 11. ALL LANDSCAPE MATERIAL SHALL BE INSTALLED AND MAINTAINED AS PER MINNESOTA NURSERYMAN ASSOCIATION STANDARDS, LATEST EDITION. THE LANDSCAPE MATERIAL SHALL BE: SNURSERY QUALITY STOCK. 12. [BACKFILL FOR PLANT MATERIAL SHALL CONSIST OF TOPSOIL (FREE OF LUMPS, TWIGS AND ROCKS), PEAT MOSS AND FERTILIZER APIs LICABLE TO SPECIES. 13. [PLANT MATERIAL SHALL BE PLANTED AS PER THE PLANTING DEITAILS. 14., OF ANY PLANT SPECIES IS UNAVAILABLE OR IN THE OPINION OF THE NURSERYMAN A SUBSTITUTION WOULD BE MORE APPLICABLE (DUIE TO SOIL TYPE OR LOCATION), THE ENGINEER AND OWNER SHALL BE CONTACTED PRIOR TO ACCEPTANCE OF THE SUOSTITUTION. 15. ;SPACING BETWEEN PLANT MATERIAL SHALL BE INDUSTRY STANDARD. PLANTS ARE SHOWN AT APPROXIMATE FULL GROWTH DIAMETER. 16. dTREE WRAP — ALL "THIN SKINNED" AND ORNAMENTAL TREES SHALL BE WRAPPED IN ACCORDANCE WITH MNLA STANDARDS. 17., -TREE TYPES SHOWN IN SPECIFIC AREAS DESIGNATE ONLY THAT A ITREE SHALL BE PLANTED IN THIS LOCATION. TREE SPECIES MANY BE SUBSTITUTED FROM THOSE LISTED. VOCINITY MAP 5 36 31 MATERIAL SCHEDULE 3 ';;��94 KEY QUANTITY COMMON NAME/B(OTANICAL NAME SIZE ROOT COMMENTS SSM 2 SCARLET SENTINEL MAPLE/ 2 1/2" CALIPER B&B PARK GRADE sum st NE ACER X FREEMANIII "SCARLET SENTINEL" 2 CSM 4 NORWAY MAPLE 2 1/2„ CALIPER B&B FULL FORM TO GRADE 6 ACER PLATANOIDES "CRIMSON SENTRY" SITE-� 1 PA 5 PATMORE ASH/ 2 1/2" CALIPER B&B STRAIGHT LEADER a ,a,, S, , FRAXINUS PENNSYILVANICA LANCEOLATA 'PATMORE' CITY OF BL 3 BOULEVARD LINDE IN/ 2 1/2" CALIPER "'BOULEVARD" B&B STRAIGHT LEADER ALBER TVILLE TILIA AMERICANA, LA 7 GREEN ASH/ . 2 1/2" CALIPER B&B STRAIGHT LEADER 11 12 7 FRAXINUS PENNSYLVANICA "LEPRACHAUN" GDP 53 GOLD DROP POTEINTILLA/ 3 GALLON POTTED POTENTILLA FRUTIfCOSA "GOLD DROP" SECTION I, TOWNSHIP 120, RANGE 24 WCB 77 WILTON CARPET JUNIPER/ 3 GALLON POTTED JUNIPERUS HORIZ( NTALIS "WILTON CARPET" RMJ 9 ROCKY MOUNTAIN] JUNIPER 4' HEIGHT B&B FULL FORM TO GRADE JUNIPERUS SCOPUJLORUM "WELCH" SR 3 SHRUB ROSE/ CONT ROSA RUGOSA "AfGNES" SITE (PLAN BY POPE ASSOCIATES. CONSTRUCTION STAKING OF BUILDING AND (CURB SHALL BE PER PLAN BY POPE ASSOCIATES. CONSTRUCTION STAKING OF SEWER, WATER, & STORM AND SITE GRADING SHALIL BE PER PLAN BY ENGINEER. EXISTING UNDERGROUND PIPING IS BASED ON INFORMATION FROM OTHERS CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING 0 20 40 60 SERVICES AND REPORT DISCREPANCIES TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION SCALE IN FEET COLORED PRECAST CAP, OVER RUBBER MEMBRANE, DOWELED TO PIERS T - - - --- - - - - - - - - - - - - - - - - - - - - J /. SOLDIER COURSE 02 P7 7= 7- - - - - - - - - - - - - - - - - - - - - - - - - - - - 7— ==_;;�_____--5IGNAGE BY OTHERS. WERIFY A SUPPORT REQUIREMENTS WITH 7-- SIGN SUPPLIER - - - - - - - - - - - - - - - - - - - - - - - - - - - 7- -7 7— FACE BRICK'S - < 4 7 -------------------------- - 5" X 5" POURED CONC:,fpIER SEE STRUCT. FOR REINFORQJi1NG REQS. 7 177 ILA" - - - - - - - - - - - - - - - - - - - - - - - ' 101-011 41 all 11 II II 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — INSTALL RUBBER MEMBRANE 7 BETWEEN PRECAST CAP 7= GONG. PIER AM F5-2 Qa 4 17 13 1AE FA[BRIG� FL45HING W/ FB-1 4 < A. 4 <' 4 WEE WEEP HOLES 4 4 4 7 4 1 1 1 7_�11 17 4 .4 :N I � I 1� - 4 Z" - �i 4 =1 1 =7 POURED CONCRETE FOJUNDATION 4 13 4 4 <,I SEE STRUCTURAL 1�1 q 4 4 4 4 4 A 4 11 4 IJ 4 PIPEI IQ BOLLARD CN 4 4 SEE 5/Al.111 1; 4 < 4 4 o 4 4 4 4- 4< 4 4 4 PREFIN. MET. PANEL GATES PYLON SIGN " 6 SECTION kl.V 1/2 1111=1 1-0 9 HIGH POINT OF GONG. SLAB EL.: 100'-0" PRECAST CONCRETE CAP PROVIDE ROD STOCK 4 SEALANT AT ALL ,JOINTS FLASHIMIG: MEMBRANE 5TWN. PRECAST CAP AND CMU. SEAL ALL PENETRATIONS. DOWELS 24" O.G PREFIN. ME PANEL GA' SEE 5/AU 8" ROCK FACE CMU - SEE STRUCT-FOR REINFORCEMENT BITUMINOUSBITUMINOUS 5" REINF GONG. SLAB - SEE STRUCT. & " SAND C.M.U. - 4 -H�i � I I I i i�l I I = FILL IF CMU 4" STEEL TL FOUNDATION - SEE STRUCT. t/ �7 SECTION s-SECTION1/2 2=11-09 POURED GONG. PIER TRIM FRAME SECURED TO SUB -FRAME WITH THRU-BOLTS 24" O.C. USE SPACER BETWEEN FRAMES. LADDER TYPE SUB -FRAME OF I"Xi" all CMU STEEL TUBE, ALL WELDED JOINTS. A (2"xI/5" FLAT STRAP DIAGONAL HORIZONTALS AT (4) EQUAL SPACES BRINACINWE G LDED TO SUB -FRAME - OF 5'-11" HIGH GATE. PAINTED PATED 12 GATE POST DETA/IL V9= 1111111•11/2 1-0 "'FORM "DOME" OF EXPOSED) GONG. CAP 37 =3 F_ --1'-6" LONG X b" I.D. STEEL X < PIPE FILLED WITH CONCRETE r- FAINT PIPE OSHA YELLOW FORM "WASH" AT EXPOSED CONCRETE SURFACE PAYING OR GRADE LINE (ONE SIDED) " -18 TUBE FORM -(o MIN. OF GONG. COVER E LATCH ALL WELDED 5TEE aME - PAINTED SE5 PER N PLACE PAC -CLAD FLUSH, PREFINISHED STEEL PANELS I`x7x22 GAUGE. TAP -SCREW FASTEN TO SUB -FRAME BLUE BACKGROUND WITH WHITE LETTERING - TYP. VDHICLf IT REQUIRED FACE MOUNTED an T, Ti ALUM. SIGN FACE VAN ACCESSIBLE 11 II METAL "U" POST DRIVEN 30" INTO GROUND rgS IGN DETAIL 1-09 1. 1/2w=l _� PIPE BOLLARD SEE &/AI.I 5" REINP GONG. SLAB SEE STRUCT. (o 11 BAND FILL CONCRETE FOUNDATION BEYOND - SEE STRUCT. if 8 A1.1 "VA-1-1 PREFIN. METAL PRECAST GONG. CAP PANEL GATE IZZ71 PROVIDE LOCKABLE LATCH TUBE STEEL FRAME �-r- BEYOND SHOWN DASHED 0 I \ /,J 41, TOP OF GONG. CURB j[ J FLOOR LEVEL ATJ LIL BACK OF ENCLOSURE PAVEMENT F L— — — — — — LONG. FOUNDATION SEE STRUCTURAL TRASH ENCLOSURE ELEVATION 1/4w=1-o• z 4"x4" STL. TUBE - _Q 7 PAINTED A 1.1 . 'WALL Q 8 -1 AM &"xb"STL. TUBE PAINTED OF: SLOPL't: SLAB 114 "/Poor 5" TH. REINF. GONG. SLAB OVER. b" BAND BASE STL. TUBE .4"x4" PAINTED PIPE BOLLARD -SEE 5/A1.1 TRASH ENCLOSURE PLAN- 47=1'-0' SITE DATA Z0'NING — BUSINESS (B-2) BUI ILDING AREA PARKING SETBACK FRONT - 10'-011 SIDE - 101-01, BACK - 0-011 BUILDING SETBACK FRONT - 20'-011 SIDE - 20'-0" BACK - 20'-0 PARKING STALL SIZE 9' X 01' X 20' - 011 DRIVE AISLES — 24'-0' MIN. PARKING REQUIREMENTS RETAIL - 1/200 N.S.F. 9,691 63.5.F. - 10% = B,121.9 N,5F. I STALL / 200 N.S.F. = 43.6 STALLS 44 STALLS REQUIRED (ol STALLS PROVIDED ACCESSIBLE STALLS REQUIRED = 3 AGGE5515LE STALLS PROVIDE[) = 3 (INCLUDING I VAN ACCESSIBLE STALL) BLUE BACKGROUND WITH WHITE LETITERING - TYP. FACE MOUINTED ALUM. SIGH! FACE METAL "U", POST DRI\//'EN 30" INTO 3-5-ROUND II II (ONE SIDED) ri O-N SIGN DETAIL �Sm 111—owAly. 1/2 1 NO PARKM LOADM ZeO*NjE WHITE BACKGROUND W/ RED LETTERS METAL "U" POST DRIVEN 30" INTO GROUND� (ONE SIDED) tl �12 SIGN DETAIL "1 t 11/21=1-09 F, r M (q -1 FACE OF FACEBRICK BELOW IK4 .811\ A-0,11111-411,L 1ro-1-011 -41111-01 FACEIBRICK W/ POURED GONG. PIER COLORED PRECAST CAP - 2 OD STOCK 4 1A1.1 SEALANT JOINTS SEALANT 1 PYLON SIGN PLAN 1 kl.V 1/49=1 -02 SLaPED COLORED PRE CAST CAP COLORED PRECAST CAP -SEE Al 1 4/AI.1 SOLDIER COURSE F5-2 BRICK - F5-1 TENANT SIGNAGE BANDS BY OTHERS - ELECT. TENANT - - - - - - - - - CONTRACTOR 15 TO PROVIDE REQUIRED ELECTRICAL SERVICE TENANT - SEE SECTION - - - - - - - - - ]tt, TENANT A3M I TENANT T 1- 4"'[ 101-01, F5-2 F5_1 11 1 MIII. MIT I PYLON SIGN CAP PLAN 2'=11-01 EN n- F L- - - - - - - - - - - - - - - - - - - - PYLON SIGN ELEVATION 1/49=11-Ow N.E.: 57 TH STREET 87'-Il 29164" 10-9 11164" T FIELD VERIFY '1Nq EASEMENT UILDINGSE 20' TBAC KI L r a BARKING ETBACK __PFhnPPPT- V—i—fm� F_ F 15, R — U) 1 SITE PLAN "4 �A —01 lv 1 =20 o 0 D A S S 0 C I A T E S ARCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-51 18 PH. (651) 642-9200 FAx (651) 642-1101 H.J. DEVELOPMENT CROSSING ALBERTVILLE, MN BUILDING CONSTRUCTION ISSUE 4/21/03 Revisions I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Date 4/21/03 Lic. No. U041 Commission No. 34228-03023 Drawn by P.R. III S.J. Checked by S.J. Date 04/21/03 o SHEET 0 L RLD(L 0 < 1`0 0 rM CN 0 BOLLARD DETAIL11-ow 1.V 1/29=1 NORTH DASHED LINES INDICATES FUTURE WALLS E FIXTURES P38S SURFACE MOUNTED MIRROR -_ PAPER TOWEL i DISPENSER -. i el I==01 I I N III LI i; rI 0 TOILET PAPER III DISPENSER P3BS II ll � ill l'-6" 50 pF.D. TOILET T.P.D. 110 _ 5 A2.1 4 A2.1 U) T-6" e1 ENLARGED'TOILET ROOM PLANS Ago 1/4wm1'-0' O 00"1 ENLARGED MECH. ROOM PLAN 1-01 MOUNTING HEIGHTS FOR FIXTURES (STANDARD) MIRROR/ WATER CLOSET LAVATORY URINAL 777 M All N MOUNTING HEIGHTS FOR ACCESSORIES (STANDARD) TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL N DRINKING FIRE FIRE FOUNTAIN EXTINGUISHER EXTINGUISHER CABINET I'-3" MIN. rtrt 0 X u 73 LU cn O 0 cn ~ / cn DIMENSION INDICATES TO CENTER OF OPERABLE PARTS cn _005� TOILET ELEVATION ,+lU va'-r-o' GRAB BARS w �O w cn uz 111 T.P. DISP. SANNAPICIIV L/lalf V�Jl V� TOILET ELEVATION 4'-1'-09 PAPER TOWEL DISP. - TYP. 24" X 36" SURFACE MOUNTED MIRROR WALL MTD. LAVATORY INSULATE NOT WATER AND DRAIN PIPES GRAB BARS VERIFY COLOR OF SWITCHES, RECEPTACLES AND COVER PLATES WITH DESIGNER/ARCHITECT. -6" OR NEAREST STUD THERMOSTAT 0 LIGHT SWITCH LOCATE ALL ISMS AS SHOWN UNLESS OTHERWISE NOTED ON DESIGNER/ARCHITECTS PLANS f— --- ELECTRICAL RECEPTACLES TELEPNONE/DATA JACKS `z1 TYPICAL MOUNTING HEIGHTS A21l 1/2"1"4-09 MOUNTING HEIGHTS FOR FIXTURES — ACCESSIBLE (ACC) MIRROR/ WATER CLOSET LAVATORY URINAL M LIB 1 All Q BXQ ;nz Cq N N !n 1 I'-3" MOUNTING HEIGHTS FOR FIXTURES — ACCESSIBLE (ACC) GRAB BARS GRAB BARS TOILET PAPER DISPENSER 3'-6" r-I'-0" 40 �I,-OI, 6=� 3'-0" SANITARY NAPKIN DISPOSAL I,-QII a N - `r T 3'-All MOUNTING HEIGHTS FOR ACCESSORIES SANITARY NAPKIN TOWEL TOWEL DISPENSER/ SOAP HAND SFHELF DISPENSER DISPENSER DISPOSAL DISPENSER DRYER 0 O cn DIMENSION INDICATES TO CENTER OF OPERABLE PARTS 1 FLOOR FLAN Ni A21 1/8'-1'-0' Willi" NORTH F � o ASS 0 C I A T E S A RCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAU L, M N 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT ALBERTVILLE CROSSING ALBEFiMLLE, MN 11111,10110131 I CONSTRUCTION ISSUE 4/21/03 FLOOR PLAN Revisions hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Date 4/21/03 Lic. No. IN41 Commission No. 34228-03023 Drawn by P.R. / S.J. Checked by S.J. Dole 04/21/03 M N 0 0 3 SBEET a 0 N O rN 0 M O i O M A21&. O co1-1 D N N M T i 5 3 E.IF.S.-2 CORNICE C.M.U. #1 AGGREGATE INDUSTRIES SMOOTH FACE COLOR: NATURAL (STANDARD) C.M.U. #2 AGGREGATE INDUSTRIES ROCK FACE COLOR: #683 (BARKWOW)) C.M.U. #3 AGGREGATE INDUSTRIES ROCK FACE COLOR: #508 (ALMOND) C.M.U. #4 AGGREGATE INDUSTRIES SMOOTH FACE COLOR: #508 (ALMOND) C.M.U. #5 AGGREGATE INDUSTRIES SMOOTH FACE COLOR: #683 (BARKW000)) E.1.F.S.#1 DRYVIT SANDPEBBLE COLOR: SPT149-12-02-18-413 E.I.F.S.#2 DRYVIT SANDPEBBLE COLOR: SPT149-12-02-18-011 FB.#1 CORNING DONOHUE ENDICOTT MED. IRON SPOT #77 FB.#2 CORNING DONOHUE CLOUD CERAMIC CORONADO GREY GROUT: AGGREGATE INDUSTRIES MESA TAN L-1 LIGHT FIXTURE - PHOENIX METRO WALL LUMINAIRE (VERDE GREEN) NOTE: ALL EXPOSED PIPE ON EXTERIOR WALLS ARE TO BE PAINTED WITH COLOR SELECTED BY ARCHITECT. --PREFINISNED METAL FACE T.O. MET. STUDS i FLAB HING SOLDIER EL.122'-0° E.IF.S.-2 - t.::f GORSE i CONTROL F- CE5RL� -r- JOINT v�- kSI i WALL i=---------- MOUNTED k-- LIGHT FIXTURE -c-oR T.O. WINDOW E.IF.5.-2 7 EL. III'-4" F15-2 F5-2 F: I° COLORED CMU-5 CMU-2 - �' OL / F.F.E. EL. 16-0 -0" PAIR OF COLORED INSUL. ROCKFACED DOORS W/ CMU-2 SPANDREL I I INSUL. GLASS F- ----------�L�SS-�PAN12-AL---------F----�---5ETIAIANOB.-� ----- i GLASS SET IN i ALUM. FRAME I-----I-------------ANOD-AtuP9----- ------L-----J---------"------ FRAME ;,AR4IAL ENLARGED E 0 I ow PREFIN15PED MET. CAP FLASI-11NCs ��. E.IF.S. CORNICE PREFINISHED MET. FLASHING BRICK SOLDIER GORSE ANODIZED ALUM. WINDOW FRAME W/1" F.B. *2 LEVATION A B C E 5 i 5 i 5 i 5 A5.1 A5.1 A5.1 A5. Al 5,1SIM. q\ 5.1 / A5.2 SIM. 02 fE.IF.S. M- i 1F$. *2 l'iE.IF.S. 02 INSULATED GLA65 = F.B. #I FACE F.B. *I A4 BRICK -- COLORED ROCK _ l 0 0 /F.B. 02 MOCK UP PANELS CONTRACTOR IS TO PROVIDE MOCK UP PANELS AS SPECIFIED IN SPECIFICATION SECTION 04810, FOR ARCHITECTS APPROVAL PRIOR TO CONSTRUCTION OF WALLS. ELECTRICAL CONTRACTOR IS TO PROVIDE' ELECTRICAL SERVICE TO EACH BUILDING SIGNAGE LOCATCION F.5. I - - FT 11- - FAGED CMU I I cr*.I.u.'� I I 3 C.M.U. °2 I I C.I.U. "2 , I 10 I LL -, �.----------1� �1 --As.2 =-71 r- -------- -----� �--Ls.2 I � L_�� I I ! I L J LLLL B ! ! r; 4 SOUTH ELEVATION L - - J STORM SEWER - ; - I SEE CIVIL N A31 1/[S'=1'_0� PR.EFIN CAP FI. E.IF.S. C PREF IN FLASPI BRICK CORSE ANOD I; FRAME SPAND FACE f COLOF FACED INSULA DOOR a, Y N O M O 1A7t7NI��ttllBlltl"�ni�tlELM. :01M�- liDl®EItt11i11�ItI1[i1918t0�lEWtl®Q9t�lli9to:: "Itfl�Iifll®�tl �O son NORTH ELEVATION =1'-0' T.O. MET. STUDS EL. 122'-0" F.B. 0� T.O. WINDOW F.B. EL. 111'-4" � SPANDREL GLASS � FB. 02 E.IF.S.-2 CORNICE PREFINISHED METAL CAP FLASHING � I I I I I � I RocKFACED � I I I I I I I I I I CMU-2 I I I I I I I I I I INSUL. GLASS I ! -�- i--�--------------------I-F- - I--L-T ALUM FRAME -------------4-- i -� -I----�-------------L------------I-- ------J--------I----------- - -I--- -J y 5 PARTIAL EN A31 1/474-0` LARGED ELEVATION T.O. MET. STUDS EL. 122'-2" ccrlu-z 1 _ T.O_j.P_MET. STUDS EL. 132--0" i /T.:). MET. STUDS sk EL. 122'=`2" Nf T.O?JMET. STUDS EL. 122'-0" 1T.0. WINDOW EL. 111'-4" SPANDREL GLASS oo� ASS 0 C I A T E S ARCHITECTS I NTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-51 18 PH. (651) 642-9200 FAX (651) 642-1 101 H.J. DEVELOPMENT CROSSING ALBER MLLE, MN BUILDING nDn CONSTRUCTION I ISSUE 4/21/03 EXTERIOR ELEVATIONS Revisions 11 \ I "I M:u�' I / I - I -=_ - \ uu - � ,�� FL. LINE OL FL. LINE - EL. 100'-0" EL. 100'-0"C-M.u- #2 I � �7 1613 I i1 I A�A6.2 2 -.-- - - - - - ----------- - I I I I I I II I I I O.2 %A5.3 I ! I I F- J 3 EASE ELEVATION �_ _��_ ��_ �J N �3.1 1 2 3 5 4 5 A5.1 2 A5.1 6 A3.1 ^_ - - - - - - - - - - - - - - I hereby certify That this plan,specl Ica lon,or 4' DIA. CLOCK T,O?.1MET. STUDS report was prepared by me or under my direct RECESSED WIT14IN - - - EL. 132'-0" supervlsion and that I am a duly Licensed E.IF.S. FACE I PREFINISHED MET. Architect under the laws Of the State Of Minnesota. \ CAP FLASHING 1/ 5 3 4 3 SIM. Sff E.IF.S. CORNICE A5.2 A5.1 A5.1 A5.1 A5.1 SIM' �.O:.IMET. STUD �- I(22-2 ,Ion R. Pope T.O?. MET. STUDS SIGNAGE AREA O. MET. STUDS SHOWN DASHED - Date 4/21/03 Dlc. No. IM41 - - EL. 122'-0" EL. 122'-0" E.IF.S. "2 _ r I PROVIDE 1/2" EXT. _ _ ---------- -- -- ------ PLYWOOD --�- - - - - - ---r----- ---__ -;_-- r---- -- - - r---- -------------- ---- -------------- SHEATHING g ALL 34228-03023 =_ - �_� t � t SIGN LOCATIONS Caami$$i0n No. E.IF.S. "1 --- - - - = D MET E_X_TENT OF- :EXT. - - - - ----------------- -----------------S.J. _ �� f - -" �- - _ - � i � E TENT OF E � i � EXTENT OF EXT. i PREFINISHED Drawn b P.R.P R / S J PLYWO(9D -------------� I - - - = ��-� - -_._- ,..__�.��.-�=��- PLYWOOD X PLYWOOD Y X T. ` � - A6.1 FLASHING q�- - T.O. WINDOW Checked by S•J• T.O. WINDOW r y:, ..v- -- ..r Y „ .il i I :rl : I; o A n I, �,�. - BRICK SOLDIER E.IF.S. #2 _ - -EL. II1'-4" - - - - _- - _ - _ - - -_- _ _ - - EL. III'-4° n Dote / / 2 -0 - FB -. _ _ -} - - - - - GORSE 04 21 03 ;� , - I I LI - - O -„ ANODIZED ALUM. E0 _ , FB SOLDIER - - - - WINDOW FRAME W/1 0 GORSE INSULATED GLA55 N 6'-0" - FB - 2 \ At - 5 Az = / 8 I , - At \ - A611 / Al FACE BRICK A6.1 O - A6.1 O = A6. O _ _ - - - _ -- - - COLORED ROCK o SHEET FL. LINE C 0 0 - - --- - FACED CMU ffi�� II 2 -0 -CMU- FL. LINE a EL. 1 L. -0 EL. 100'-0" o I I 1 I I I I A61 I I I I As � I I I I I I I As 1 1 I I IPO J _, J� _--� L,_ 1�- L o ----�__�--_�----_---�----I--__-_----------�--�_-�_--1-_---- N / M O y , WES-Trl ELEVATION ------------------. � r- N N N C) CD �3-1/8'=1'0' of Colum D 'b U U U f2 Q W-3 3/4' 16'-0' Q 20'-0 z0-V 6 7 8 9 10 11 12 -Oq I PARTIAL REFLECTED CEILING PLAN SCALE: V8" = 11-0" W-0' LEGEND ® 2x4 Light Fixture 2x4 Ceiling Grid +•�' Painted Gyp. 8d. Ceiling W-0r DW 13 �iLU 23'-z!1 .............................................. ............................................... .............................................. ............................................... ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. �o .............................. ............................. .............................. ............................. .............................. ............................. .............................. ............................. �i LLO CO CL � N C I— to r� Se N O 04 fA 0 - w (�1 O n o +� o m UA A U O cd r 1�0 T O CID LLI LLI - LL Il LLI O U � v L (n c E � E U o act vN O o v E N rn O a (D Z �,E_oc� aU v ` -�� y 0 N L v_ 0. U N v O cq -°-' \ E 1-1 O rn 00 CD -D CD ] V C W I— V W J Z LL-Q W .J ry-CL N +' J U +' a z � ~J LLJ ILU sheet no.: KE'r PLAN i z b a T--I 0 C) C <c z r14) n15C16 PARTIAL ROOF PLAN SCALE: U8" = 1'-0" LEGEND � 2r�4 Light Fixture 2x4 Ceiling Grid KEY PLAN jofComm j of colon V,!=��ifmi Fom� =p .1 F . o0 o ��mmoo p00R TYPE: A W Cs MA T�Ei21AL FIRS RATING FORM: A FRAME TYPE: 6" Uhsd. y WK I sdwdl! I3AAM MATERIAL, M FOLLOW METAL A ALUMINUM FIRE RATING: X NO RATING FW B Crab R Toilet D" i INT. ELEV. 2 INT. ELEV. A5 scar: va° = r-m, A5 scams: AN , r-m' .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. .............................. .............................. .............................. .............................. .............................. .............................. .............................. .............................. .............................. n of.............................. 000 r N H f0 O mLO � N V C-4 to Ln A O n. o m m 0 Cd 0 CID LIA — LLI LLI 5: > e. en LLI --1 —1 cy- -< -<T- LL z d o j'n Q) Q IV _ c D E J c I C� v HE L ,, o �, I _Na a) -0 CD CL -0 vci o L vvEa� rn o v 0 O-0 ' N aa� >,Bt l� O dL t y N ++ w U W J Z L L- Q W J �0- J az F— �— � Qw U) CLU sheet no.: A 1 5 m B 0 0 ra Q Q Q Q Q Q Q Q Q PARTIAL ROOF FLAN X&E: 3/32' - 1'-0' 41140 Precast Cap 14 Domels + 48' Of. TDM. CY Ta*lace Bond Bean Cobr'A'-Sw Sut ct IY PbWace Bbdc cola IN FREGPRECASTCAP DETAIL OC , XE: 1112" -- 1'-0' 1/2 4'-6' x2'-6' 51co To Vl—. W Match - -- - - SHIIPS LADDER SCE: 1/2' = 1'-0' 10 11 12 13 14 15 16 I I : Z I I I � � I I I I � I I I I I I r C L m � N I- �O 0 O � m N 2= N N N V! 0 °a o 4-% o m 5 5 U �. U O T O CD C4� --A LU --A —A o N �. N 0 ¢ I �, T•U c U E J=E 0 Ql i 7 D.C�y�+ � a v En o .. v 0 rn I o n0v�'o Z co E — p V _ v� cy- c ¢ c� o v v •- 'Nc I�� 3'j �LO v (r sav` =3 v — 4) ¢ 3 I-.I—i N U U N CQ \ E OR +O+ O E O O o Z � O rn O sheet no.: 0 rn Cd 0 2 Built-Ilp hwA lWSynthatic Stucco (4)10-16 TEKSR Seems At Ea. Cam. TV. I ' Rigid kbul. IillSyr wtic Stucco 5/5' Gp. Sheaths g US/8' FR Pkpwd SheathHg s Stgrhage Preflnishsd Standing Seen Met. Roof 5/8' FR Plywood - Run up Wal 2'-0' M (4)10-I6 TEK6/2 Scrams At Ea. Can. Typ. OIL Head EI. 110'-011 3 5/8' CSJ 400x IS s 24' Oa TV. UND Prefklshed Met Vented - Sofflt Panel Caulk ! Backer Rod Concrete Block Sill 12' Rock Face Cant. Block Color'A' 44'0' 4' Cam Slab - Ses Stint. Expansion Joint FF. slope 100 17 - ii+ .L � :, •'i. ��{�-..L war. • 5' Cano,. Bkxk TF.E See SErua Cont. Frost Footing - 5ECTION SCALE: 3/4 1'-O" Co"ctsd Bd;Ml C A p . d e 44. A • • tr' _ A RdWehed Met. Flag" UP Cont. Keeper Do FR Pkpood T.O. Walt 120'-211 Extend EPAM np ! Attach m/ Adhesive As Sham 5/8' FR Pl wood CSJ 400x 18 s 24' OC. Tp. UXD CSJ S00x 15 s 24' Oa UM Width Batt kbul. i'-0' 4o Rom Poor Deck i$. Single Ply Ballasted EPDM 3 IR' Polyiso. ! U2' DENS d OL 8earM El. I6 4" 1 IR' Met Deck Bar Joist -See Stnrat. Steel Beam-soe Struct. V2' Dla. Rods -See Strict b MIL Poly Vapor Barrier CSJ 600x 15 s 24' 0a Tip. UM0 For Camectlon Joists Run Flaehtlrg Min. 8' 42 Wall 8' CSJ 400x 16 s 24' Of. WrFWI Width Batt nsuL 50V.Bd Susp. Ceding Reinforcing - See 6tnrct. 50 Gp. Bd Met. Ghemel-See strud. 2x6 Wood Bkxickig Clear Anodized Alan Wkdw IIVI' fined temp. Glass �J A? Plastic Laninate Sin I U2' Rlgld k� d US& Gp. B7 ot Sill EL "[on Joint 6r Felt Paper Jt 4' Corr~ Slab -See Strict., i ., ,.•y; ram•, :.�;. .~ '� b' Granular Fill 2' Rigid Insul. Damn To Top Of Footing ! 4'-0' Under Slab 16' Conc. Block OIL TFF_ See Siruct. Ftg.-Ses Strad. 5'-0' Finish Corr~ Slab Tenant Build Off. SECTION SCALE: 3/4 1'-011 2x Wood Blod" UY V2' Dia. AB. is 48' O.C. Fill Cores o---6' Bad Bean-ses Struct R'efintshed Met. Fasda W/ Cont. Keeper T.O.M.ot 116'-8" Nis Met. Piglet Extend EDPM, Above Roof as Ohm real Crickets -See Pool Plan 3 VY Po*. ! VY DBJS Bd Usingle Ply Ballasted EPDM V4'x 4'x lo' Big. Plate -See Strut. Bond Beam El. 114I-ON 12' Bond Bean -See Strict PreFfnlehed Met Scupper ! Open Faced Dolpropout. "$TD. STRIP _I>'1'-8" Smooth Block - Pt, Cola 'B' Bar Joist -See Stria. i U21 Fail Faced Rigid Irm i Above Gp. Bd - TV. A.\ Ceillna Elev. Smooth Block - Pt, Cola'B' Ceing iZ' Rock Face Car. Block Cola 'A' IW Galy. Dar-o-Wall Every Third Cores Petnfordng - See Strad. TD. STRIP 104I-ON Smooth Block - Pt, Cola 'B' i In' Rigid Insuut U*/5' Gp. Bd. - 100'-011 Grads 6' Granular Fill 2' Rigrd rein Dour To Top or Footing 14'-0' Ihder Slab 12' Conc. Block OIL TF. See Strati. Fta-See strut. 5/8' F.i��IPk�eoo Firwinidbod Met (4)10-951MY, 1' Rlgtdll wl. I!V 3 5/8' CW 400 O.C. Tpum Drip I' Rtgtdlfkleul IW I' Cont.�.�uee►le 4' Cora' Slab - Exp kon Joint. OIL FF.E. 100'-011 5' CacBlodk TFE. %'-8'/' TF.E. DST 5�� E Nigh Cont. Slab Tenant Build Out SECTION SECTION SCALE: 3/4'.- I'-O' SCALE: 3/4 1'-O" — 2x Wood Blockinngq UY ON Dia. AB. s WI oc Fill Cores —FteFinwwd Met. Fasda W/ Cont. Keeper —6' Bad Beam -See &tract. TAM. 116'-8" 6' Rock Face Cahn Block Na Met. Pegbt 3 In' Polyieo. ! W' DENS Bd W/Sigle Ply Ballasted EPDM Prafinished Met Scupper WI Open Faced Dan Spat Bearing El. 14'-0' U4'x 4'x lo' Big. Plate -See Strati 12' Bond Bean-Ses Strict TD. Strips 112'-8' Smooth Block - Pt, Color 'a' - Bar Joist -See Strict. I UY Foil Faced Rigid kieul. Above Gp. Bd - Tp. T.Q. *fps 110.8' Smooth Block - Pt, Cola 13' Up. Caning V' Pock Face Cone. Block Color 'A' Reinfoming - an Struct. T.O. STRIP 104'-0' Smooth Block - Pt, Cola'B' I UY Rigid Ineut US& Gyp. Bd OtGradle FFE. 100'-0' 6' Granular Fill -_ 2' Rigid keul. Damn To Top Of Footing ! 4'-0- Under Slab 12" Cow- Bloc k OIL THE 0%'-811 Fig. -See Surd. .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. ............................................... ....................... ....................... ............................ ............................ .............................. .. .............................. .............................. .............................. .............................. .............................. o I �LO L 00 d H t0 I= O � N I"TS In w N fn In O1 to lJl O d O go o 0 Uc c 4—) . ,_ 4 U O Co ZZ0 O CID CY •" LU LU > > LU LU o E 3 v c°�a v0 I U a, E 0 v o va, CF ID I vEvi. s-vcvo v� D Erf 0- c 0 - .0 >1 � � 1 v( Q 0 0 I U 0 a� N rn (U l °� sL�a�s . v — 0 -v w 0 o � N _0 (U E CD -I' E 0 00 o � U C CCQ sheet no.: . . . . — I _ . I . I _'_ .. ,. . - . - .. I � . .- _ . . . 1. - I . I . . 11�1 � � � . I . , - - - - F . . . � i .� . � � � I - . I . I - . _- .. I I . . I — . ... L i `1 I 1 I I 1 , 4 0 v FOW "DOME" OF EXPOSED CONVC. GAP T-6;" LONG X 6" I.D. STEEL PIPE FILLED WITH CONCRETE PAIIiNT PIPE OSHA YELLOW FOR-J'1 WASH AT EXPOSED CONCRETE SURFACE PAVAING OR GRADE LINE 18" TUOE FORM ," MINI.(OF CONG. COVER 1 BOLLARD DETAIL i. 1/2'=1'-0' f�'� BLUE BACKGROUND WITH , WHITE LETTERING - TYP. VEHICLE ID REWIRED �----�- FACE MOUNTED P T():� F c+ALUM. SIGN FACE I,. u 1 I VAN = ACCESSIBLE .-Q T111 "1 . . -I- z _ iMETAL "U" e = iPOST DRIVEN an a :30" INTO GROUND 4 (ONE SIDED) I I II ri SIGN D.E.T. IL s i 0 �1.1 2 1 / ;BLUE BACKGROUND WITH (WHITE LETTERING - TYP. `FACE MOUNTED 'fHIcLE 'A I FWG REOUIRED P i0 12]0 ALUM. SIGN FACE - F1 �E z X tMETAL "U" . f ,q IPOST DRIVEN . : 030" INTO GROUND . II (ONE SIDED) — . SIGN DETA, IL �1.1/2'=1'-0' 11-011 N PAFKM 10 LOACM , � WHITE ,� BACKGROUND W/ RED LETTERS 0 . METAL "U" - POST" [DRIVEN /I--- 30" INIITO GROUND (ONE SIDED) w1 SIGN DETAIL z:.. :.3.3 TI a __�F 11 777�� =_� �. 4 � .. -1 U CENTEfR MOUNTED 0 ALUM:. SIGN FACE LSl � AIN P TAD METAL `I'U" POST [DRIVEN 30 IN7 - (O GROUND R D (ONE SIDED) I I fl �-n SIGN DETAIL i� 1/2'=1'-0' Z, // / \. if .. . . �q, I-— , .. - _ �. -.': .. - - . . :. " I.: .� 1, , . .. :. . . .. .I.I.. . .1. . . I . - R` . . . . %.: 12 1; , . , . . I . c� ?4 , . . . . , � __ — . , k O '::.: .... . :: s......:,:..;: ! 1 \ 8 i _ o �' . . ' 12 STALLS a 9'-O" = 108'-0" 3'R ' a �e -� \.. . .f,•��SII, r U /�}'.1 ;. ,.., Itt ..., -. _ 1 \�• .. i N \'` / I. . 20'-0" 24'-0" 10j�-0" i STALLS e 9'-O" = 63'-0" 161-6" / `�' LIGHT' i m ______ i . . POLE.. `9 — ` � — 3'B.. 5 z — .—%-� �0 .,0,,: . f "I a� . I — 1 — f �.- ".....I. . �„I` ! — _F — — .- . - - I �` .. ... . .. . .1 :- - 0 '.. ..,I- ._ i PR4PERTYI LINE ; _ i. . . . � . . I . � .., ..!.... ..� ..-1 . , 11, I i LIGHT -- - 2`�'-0„ "�._.`\ POLE 201-0„ ,IR -1) 0D — I L � � I — — — 3 R , .......: .�� 20' BUILDING SETBACK 21R .. ..., - .:.: L — — — — — — — — _. CONC. ao I,_, [ = (CURB E 147 TOTAL - I -I (GUTTER PARKING STALLS ., ../.'VE EXIST. CURBREMGUTTER . I'.. `" I . I . ' I. 1 AS REQ'D FOR 20'-0" 24'-O" 1 " _ " . .. NEW CURB 26 -0 4 STALLS g 9 0 - 36 -0 � . RB CUT J . 3 R 3'R 5'R 1.. N 1. i 1'R I'' .....:......... .: .I. 0 :20' BIT. AVING NEW GONG O I. 0 SEE PEC. 4 f �, t r' APR N I`. `" I 3 R t- PER CITY STA DARDS 4 I O STOP SIGN 1. TA1.1 I - 4 24'-011 SEE 11/Al.l Q A11 PAINTED STRIPING 20' 011 I 0 - (TY .) O i ...-- LICi4-1 � 5 R 3 R I I 3 R 51R LIGHT I N 8 6 STALLS IT 9'-0" = 54' POLE ' POE;' .. . ..:.,.:. [... — =9 = PAINTED HDCP. SYMBOLS e \j'.1 I� . e E STRIPING - (TYP.) 5 -0„ N 20' 0" 2 . - I cj�9'` 2 STALLS 8'-0" ( 8'-0" 6 TALL g 9'-0" 6'-0" I1'-0" 0 = 16-0" r. UP' Ia r_ 9. I,` .` 31R I .. ..I : 07(r, RRAMP ("' 1 .... I m\\! SEE 3 I BLDG. \ _. r ...., . LAYOUT LINE I'. :. �� 1 Y -I 5 �i ,\ � W U I A1.1 h 1� �, PREC I z t# a .. .. lm :. PLANE : � � ; � �,., g [�,�cn l� - ) WAAr . O 2] - r.,I I - . d n ' ? w 016FZX PIER :..' : _. m J r- - - o' I Q Is DC,P%PARf: h 1 ;/ j Z i 5 V . ..[,.: :LL/ / / / - �i / 1 i - m X i / - i / / / 1 / / �, I.. E 1� B. 1 / I - f 0 i � ; A//� //1 // TRASH 0 W I J P N / � ; ' // ENCLOSURE �, 4J- .. -1, .1 I— . "' / // / / I�, Q / � i 5 BITUMINOUS j d Pi G :/ / ', -� PAVING - SEE I =411 T / :r/��' ' $ //'7I ELECT. � 0 / g / / /// / Y zZ SPEC. I / / '/'/ //: / , /��// /i TRANSFORM 0 Q / / , `7�Y�f / � / / / SET ON0 _ PQf_ //// / / // / / / �/i `i.I _ , ::' CONC. PAD = 2 W_ .-1:. " � i I/ / / ca I13 / /BCD t I' .,� . � . I•'` / }�� J / L/ , LJ. LL ,/ / / LLLJJI W < w 20 20 -0 / / // // //LfNE / i / / 03s:... _Z w I I od) 5'-0" / ' / �/ J / �'/// j// �////; // / i NL' „ / f EXP,05Y� //..: O PYLON SIGN I 0 ' , / / ,,1 j/ I. o.: M SEE DETAIL j 5 / /// �, Ij: .. .... I1. :,4T . 10/A I2 X. v A1.1 i, �ccE?t /" / J 1.. { P)ER� / //. 0. ! . so J j //� .� / / I:+ . 42' NIGH 5 /�✓ ; / / S$..Y STL. FENCE - '/%//// % �• -PAINT V��.// / / // _<:., _ » . . .tr:: 0 ... 1 ctl. �_"I I p ., cA . . 71 17717 . F7777771 . . _..''".. .'.' �.. F, ..". [:: - ,.:. I I I - :;..'14'..8:: .:...,.,..,...: i F PIER ...... .....`�..:-, ... _ w�` AG `:' � 1= r', v Rti,< r: , - . . I . , _� 5 R 1[LIGr.PT`,,: ' :` ` Q ,{{ �j( I //�� 0 ca w IPO s::;)'.. LL �FIl--T11� _TCJ'-Y/" J Lei 0_ :.:. �.; I (,, - I l9'-4" '� u�i 1201 o,: I' ��' .. . I ; I ram, r°. N %/ <',L 71f O0 OVE LL B ILDING WIDTH I I w U- „ ! . F I - I R: .. 11 — . rJx:... ..� , >°' ..I LARTING_E j I I . . . I SHOWN SHAD(`Ep Il STALLS a 9'-0" - 99'-0" 6'_4' <I 0 (TYP.) 2 _ = _ PROPERTY LINE _ _ I IQ Q PAINTED HDCP. SYMBOLS SB. 5 I tr :.. ,.:, - �, " k STRIPING (TYP.) '. 0 2 0 10 -0 1.8 -� 8 -0 8 -0 9 STALLS 1@ 9 -0 - 81 -0 11 -6 II 1 " I II I II _ 1 II I 1 . `:" 1 H GP. PI RKIN ' 4" H. CO C. BLDG.' `� p \ r I S . _ � SIGNS -SEE WA K O C. LAYO ! L ., .""".".�'+I II \ I \ r�ETAIL /ALl SA D BA E LINE 23'�\ \' I MAIL BOX � e I I . I SET ON 4" TH. u� I I „ \ STOP SIGN W �.:.::.: GONG. PAD - N \ I I I O \� \ \ j SEE 11/Al.l Z I 6� a . �,11 .11 � �R _ `^�;___:- - _ '.PAGE OF PIER N ;::...�;; -� . w I __ HDGP NEW CONC . n- _ HDCP RAMP ! / j/ / // ' /// / RAMP APRON SEE 3/AL1 I // �� , /, EE 3/AI.1 2 _ �. / SB' // // E j' I' f ER CITY I F , ; / L_ m / // //, STANDARDS ;-::< GONG. CURB � e / / / ,/ / 0 . ',: LOADING :;: ; ¢ GUTTER ( � � / / / / / / / i / .. .. 'n . ZONE SIGN -► 11° SEE 10/ALl / / / /� 7!1. '.. ..l I /i/ /!// '� /��/ // // / // / % �/ / CF7G.%/ 0 PRECAST / // j ; / /I /� ,2 / / «,' 1 / �/ /� j 4�IRAs ` <::., _ I',< (P __ / // /1. I. 1� a / / / / ENO ` :` SURE:! ; z z I'.> Ir-- I 1 is -I I i / - J / / 0 / L / cr%(,•L, I - �- / // '/ / / / // ' � - LL I / — - - - 0 / / 0 m / / 1 I / / / 1 m oc / / , 1 /, / , , e / , a ' / % ; />;,' ,':; .: ELECT.LL / /Scv � . i / / /// // / :,. -<. - RAN RM p LU 0 I I 0 a / / / ' / /////j �/ / ' 2�1`��{' SET ON . // / / / GONG- '/ AD // / P / i' / i II I II 1 II' ' /l 20 0 24 -+a 20 -0 - / / / I I - 3 / `,I /' // . /i, ,/ i I / / /, i . I /,✓,,M // / ' /�, ?/:�//��/�//: 1;:'� " , :.'': - .". . . �: I :..:;; I. a... //'f)=f /i ;'� '/'/.. / / '' /B/I. JI .. I.' � �.. . . . I ,�-,�.,,::. 118 111 -10 &;.A . " : /// /// // / ,/ %/ // i/'� 1 ... / ' i / / ..�- . . , , -�, �`:�:,`�:: .:-_ - - =P� . . . .11 ,::�,,��.":. �� '. .. ;�. , " . .., I. " / , " I . �! / // ---- -- / /��]��,� , -, r tk � ' t' z. "'.'>/ I..... I - ..... � 1: :,. 1 ',% -% / I I ,: - �� k:. '.. , . ''. . 5 �` /�'�' . .< -- #_:. _ , ... , — - F';� CE OF ... r.:.... .. .. ,.. ...: ,.. ..,.. .. .,._.. i.., ., .. .., ... I . :: , ,. . .. .. .. ... .. „ 1 R ,.. P! -. a e ._...:.:.. 10 ' BIJ'ICDING, SETBACK:- E >; :; - REMOVE EXIST. CURB E GUTTER AS REQ'D FOR NEW CURB CUT .. :,. ...:...::.: . _ _ _ w w PROPE.RY LINE v W U 88'-10 l/5" +/- n- l0'-0'I U_ OL 29'-211 BUILVNG LAYOUT FIELD VERIFY OVERALL BUILDING WIDTH STAf7.nNG PONT I M I KiY� SITE PLAN V �,,1�11'=20. 1 I . I',, ill ) ' PROVIDE A S 7ENLIRGAHGTOR IS TO ' tQTOMETRIC LAN TO TH I . ., PARKING LOT DIMENSION SIDEWALK DIMENSION .--) . 1211 211 II (J ,n II -,EXP. MATERIAL NOTE : IN AREAS WHERE PAVING GONG. WALK OVER SLOPES AWAY FROM CURB - 311p C , ,COMPACTED SAND BASE AND GUTTER, SLOPE SHALL BE 1/4"/FOOT - SEE GRADING PLAN r12 :_,� .3a � SLOPE 3/411 ° _ 1/! 11R G d 311R . . . .. 11 = _ �I' ° J ..... ��yy ' d ° \ ti 1 �� G o_� ° ° a : r- (� e —! . a. o C7�> 0 1U o o' i __ . ! T-� _ —I I I —I 11EEE11111 ->�, oC7� I —I 11 . . III ! I— I I O O (>_ JO��O I- 11=1 11. � III =1 ! ! � �. �' Y_ i � I I'llf ._. G)�'� I ! I COMPACTED BASE -1 I I=1 ! I=1 I=! ! ! ! ' ' _ —I I !—I 11— I � -1 I ! !—� L— �SUBCRADE —III=IlI,1111111I1111��111��1IIIEIlIl�IIII lli ,III—• s NOT USED I . 5 CONC. CURB DETAIL 1- 11/2'=1'-0' 1- 11/2'=1'-0' PARKING LOT DIM. 1211 211 (oil -F1f,INAL GRADE- 311R kE LANDSCAPE PLAN NOTE : IN AREAS WHERE PAYING . SLOPES AWAY FROM CURB AND GUTTER, SLOPE SHALL BE - I 1/4"/FOOT - SEE GRADING PLAN a — I I— I =i ! I= I SLOPE 3/4" 3 Qln R I ! !=1 !=1 I I III IIQ - 6 17—! I I—IIII ! !'; . 11—I=11=1 I_ CN — ! � I=1 11=1 I I-ii!! 1= -1-)�14\(��;/y�)' A�Ll ° -I 11=1 I I 1 -11 1 11 1' c_ o \o�10 0 0 0 0 ! I 1—! I! —I I I f 41 •1 �o c r o o / o I-11—III--I 1 =1 1=III=!II )'Z �� o o ! ; III=1 ! 1- III=III=1 I —I ' � -_ � �_ I I I -I __ oMPACTED BASE 11 ;1 III=1 I I=1 ! 111=1=! ! !=1 i I1=1 ! 1=1 I I IIi !-1uBGRADE -!I! !I! I! II! III —!II II III III II- -11 I I=1 =! -1 1=1 1=1 11 1 -1 I =i I I . r4_`� CONIC. CURB DETAIL . . I1. 11/2'=1'-0' PARKING DIM 811 5 4 RETURN SLOPE BEYOND 4" THICK CONCRETE WALK 111 ( 12 _ 1:10 MAXIMUM OVER COMPACTED SAND BASE 1/2i i EXPANSION MATERIAL J ° � eJ a , SLOPE ° 4 a �� G - S_ LSE 3/411 1:12 MAX. 4 /I e ° G ° °- ° .. `R - Q ° _ ` ° d J a ° .. . . . .- . . 44 n ° a „'' 1 R n :/ R II "IMF` ° . . c 'Y a 3R 4 i , d .. - .. .. r)� CJ . X��_, Lys` a °In R o .. - - . . . �� _7 . <- — - I —III —III �' — III —III- NOTE: SLOPED AREAS TO BE _ � " III=1 11- -! I !_! I =i I � � � � �_ o -< � 0 BROOM FINISH PERPENDICULAR =111 11 =1 I-- >�'l�, III=III_ TO WALK —" ! I I = —I a1 �I I=1 i I_ 11- COMP�C �fiD BA1 i—I {— ! 1=1 ! !_! ! !=1 ! !=1 I !r==1 1=1 I I^ SUBGRADE . . .. 3 CURS CUT DETAIL I . 1. 11/2'=1'-0' - 57TH STREET NE OVERALL SITE PLAN PH P E G TY ____�,1'=100'-0' . . . ' TH x T MEETS CITY STANDARDS ' � . NORTH PR11:OR TO INSTALLATION OF ANY . SITLE FIXTURES. NORTH . L� � � � mi 7C) =0W 0 — - A S S O C I A T ARCHITE INTERIOR DESIGN 1255 ENERGY PARK ST.PAUL, MN 5510E PH . 651 642 FAX (651) 642 11 -= - - -- - H.J. DEVELOPMEM ALBEIt7['6'I1LI C"R.0 S SING AL9EFiMLLE, MN conesrRucnoN DOCUMENTS 1-13-03 BUILDING .. 'A' AND 'I SITE PLA &.......;___L.__ .. Revisions REVISION #2 DATED 1 /22/03 hereby certify that this plan,speci{icatioa,or f e Ort WOS re are d b me or and r m ' e direct P PP su ervision and that I am a dui Licensed Arphitect under the laws of theySfate of !�innesota, �—% Jon R. Po e P Date 01/31/03 Lic. No. I' Commission No. 34228-021; Drawn bY M.M. F Checked by S. Date 01 13A t M . . � N � N - / O " SHEEI . 3 o . I o 1 . N . / 'C: oC4 0 N N n i J L I - __ -------- --------------------- Fhftlehed Met Scored Conn E 4 Galy. dr-o-a Neu Met Regis F'refirl hed Eta 5B' FR Pk�ua (4) 0-16 T9a Precast Cc a' Rock Fi rd 8' Cont. E a U Q� �TRE. —Se6 5ti 0 rn 4-' Cont. FM Cd >~ Mo SECTION M m/ UY Dla. d. Fascia Ucait. Kasper lasted E" ,4to, DMBd Milasted ff" T.OM. Cob TA. STRIPE Nr 174, ad Rigid k wL Bd Smooth Block - Pt. Color V TA. STRIPE Smooth Block - Pt, Color 'B' kaul. W15/8' Joint 11ab-Sea Smut it Fill heal. Dom To �ottg t 4'-0' b Block rust. Grade F'ra W#dd Metal Fascia 2x Treated Wood Blodckg WI 112' Via. AB. 4'-0" OL. HIT Cores Prsflni*w MeL Fascia WIConL Keeper Q' florid Beare -Gee 6vur.L CML Maul Reglet �3 in, Polyiso 4 IR' M6 Bd. wingle Ply Ballasted 0-DI'4 r. JOIST ELEY. VARIES �—I ing Metal Deckkg -Mal Angles -Sea Strut. �_—Stssl Joists -See Stnrcl- Q' Bad Beam-Ses 6trud. Step to Match slope of root U' Rock Face Cont. Block Color 'A' 1 1/21 Foil Faced Rtgld kwA Above Gp. Bd —Susp. Calling :o Relnrorcbg - Gee Struet 1 Lag Rigid I=L w/ 5/r Gyp Bd am Rock Face Conn Block Color 'A' W/ C-wM Drr-041all Everg Thkd Course 4' Cann Slab - See Strad .•ti• 6' Grarular Fill SECTION TFF. SEE STRICT. —Footing-ass StnrcL SECTION SCALE: 3/4"= 1'-0" od IL Fascia YM co lB a 24' sl Counter Lip As &M a 2e 1- am Strad m To Deck ood r. i MOM Eld. Ballasted E FDM dk a SwcL eathkg See Struct IV. Anodized Alas. Door d Temp. Glass r Joint Giab-Sea StrucL d ar Fill k wi. Dan To ;ootkg 4 4'-' lb Block Struct Prew'"d Mat Fascia iw ConL Keeper (4)10-16 TIMM Scams At Ea. Corm yp. , Gyp SFna . CSJ 400x 18 a 24' Of. Tkp. UM0 5/8' Gyp. Shsathkg (4) l0-16 T%M Scan At Ea. Ccm. Typ. Corr_ Block sill W Rock Face C uets Bond Beam 8' Rock Face Concrete Block — 1 11 Pherwed MeL Carbpy cap Flashkg �- 5/6' FR Pk,(000d r; L 06 H fD Odo 3 N N LO LO o m 4� m U� re O tau r____4 O Rearing El. - - - ---------- 121'-4" —F're wshed Mat Fascia IW CwL Keeper WPM Pkjwod E:xterid SW 42 As Shorn up 2'-0' On Marl Well • �j CSJ 400x 15 + 24' Of- Tip. W ,42 CSJ M iB a 24' Oa Tip. WLO Mil Width Batt Nd P-O' lip From Roof Dadk "is Ply Ballasted EPDt'1 3 in, Polyiso. 4 iR' MM Bd. ILVSNW f% Ballasted E P M Bear( El. —ot 1vv' ` 1 UY Met Deck Bar Joist -See StrwL Steel Beam-Ses Swot. 6 MIL Poly Vapor Barrier •� aSJ M IB a 24' O.C. Typ. LKO Ml width Batt meal. ---Cusp. Calling 5/e' Gyp. Bd. 5/8V. Bd. Expansion Joint 4' Conn Slab -See Strict FF.E. 100 . •l �..y• ..�: .•'1 �. .•.7 •: ' Grarular Fill 2' Rigid 4roul. Dan To Top Of Footing t 4'-0' Weir Slab 16' Conc. Block Ftg-Gee Strut. 7!77.. ot TFE. TF.E. See Stnzt. a a See Struct. SECTION SCALE: 3/4"= 1'-0" CID Vt o E 5 I a o 0 I w v E 3 I a�i `o v v Ne vai -� i� c v4� I v E v +' _ d A� 0 cn z 2-vvv� v v o N 4--j U tY v U 0 y •> L N ¢ 0 1I N 3 0-" A- N i (D 'Ern I °� sL,"a) v _ 0-6 sheet no.: SCALE:, 3/4"-- 1'-0" cz rn rn SCAM: 3/4"= 1'-0" 1998 MINNESOTA STATE BUILDING CODE (1997 UBC AS AMENDED)) DESIGN LOADS: 25 PSF ROOF DEAD LOAD UNO 30. PSF ROOF SNOW LOAD (PLUS SNOW DRlIFTING) 60 MPH BASIC WIND.SPEED (EXPOSURE C')) . 3000 PSF ALLOWABLE SOIL BEARING PRESSIURE NOTES: I. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN i AND PROVIDE ADEQUATE TEMPORARY SHORING AND LATER:/AL BRACING FOR ALL STRUCTURAL ELEMENTS INCLUDING WALLS, COLUMNS, BEAMS, LINTELS, ETC, FOR WIND, SOIL, AND CONSTR,UCTION . LATERAL AND GRAVITY LOADS. THE BRACING MUST REMAINI IIN . PLACE UNTIL PERMANENT STRUCTURAL SUPPORTS, INCLUDIN3'iROOF AND FLOOR DIAPHRAGMS, ARE INSTALLED AND HAVE REACWED . THEIR ALLOWABLE SERVICE STRESSES. . 2. CAST -IN -PLACE CONCRETE AND STRUCTURAL STEEL DESIGN I ARE PER CODES LISTED IN CORRESPONDING SECTIONS BELOW AS REFERENCED IN 1997 UBC. I 3. FIELD.VERIFY SOIL BEARING CAPACITY. NOTIFY ARCHITECT AND ENGINEER IF ANY DISCREPANCIES ARE FOUND. . 4. THE ROOF HAS BEEN DESIGNED FOR PONDING BASED ONId A I ROOF SLOPE OF 1/8" PER FOOT, 5. THIS PROJECT IS NOT DESIGNED FOR FUTURE EXPANSION!. I SUBMITTALS: • ALL SUBMITTED STRUCTURAL SHOP DRAWINGS WILL BE REVIE1WED FOR GENERAL CONFORMANCE WITH THE INFORMATION GIVEN AND . DESIGN CONCEPTS EXPRESSED IN THE CONTRACT DOCUMENTYS. : REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PUIRPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF D FFAILS SUCH AS DIMENSIONS AND QUANTITIES ;AS REQUIRED BY THE: CONTRACT DOCUMENTS. SOILS AND FOUNDATIONS: . I. FOUNDATIONS, RETAINING WALLS, SLABS ON GRADE ' AND OTHER ITEMS RELATED TO THE SOILS ARE DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE . RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER I 2. MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF 5UILi.IDING . PERIMETER FOOTINGS SHALL BE 42" 3. ALL FOOTINGS ARE CENTERED UNDER WALLS, PILASTERS AND COLUMNS ABOVE UNO. . . 4., SHORE ALL FOUNDATION WALLS BEFORE BACKFILLING AND ' COMPACTING. . . 5. PROVIDE CORROSION RESISTANT ASPHALTIC COATING OR E'OUAL AROUND ALL STRUCTURAL STEEL BELOW GRADE. i 6. COORDINATE ALL UNDERGROUND PIPING OR DUCTWORK LOCIATIONS . AND ELEVATIONS WITH THE MECHANICAL CONTRACTOR. ADJWBT FOOTING ELEVATIONS AND PROVIDE SLEEVES PER WALL FO©TIN6 AT UNDERGROUND LINES DETAIL. FOR PIPING OR DUCTWORK . PARALLEL TO FOOTING, BOTTOM OF FOOTING ELEVATION SHOULD BE NO HIGHER THAN THE PIPE OR DUCTWORK INVERT ELEVATION) PLUS THE HORIZONTAL DISTANCE BETWEEN EDGE OF FOOTING AND')EDGE OF PIPING OR DUCTWORK. CONTRACTOR SHALL NOTIFY ARCWITECT 4 . ENGINEER FOR APPROVAL OF ANY DEVIATIONS PRIOR t0 COMMENCING WORK. -1. 'TJ 4--) an -I--) U -r-3 Ici C) 0 m cd ?an 0 0 0 CAST- IN -PLACE CONCRETE: I. DESIGN CODE: ACI 316 4 ACIDETAILING MANUALS LATEST EDITION. Z, MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: TYPE STRENGTH LOCATION A Fc' = 3000 PSI MASONRY CORE FILL 4 BOND BEAMS W/ 3/5" MAX. AGGREGATE . SIZE 4 6" TO 11" SLUMP. B Fc' = 3000 PSI INTERIOR SLABS ON GRADE W/ 3/4" MAX. AGGREGATE SIZE, . AND 3" TO 5" SLUMP. . C Fc' = 3000 PSI FOOTINGS, PIERS AND FOUNDATION WALLS D Fc' = 4000 PSI EXPOSED EXTERIOR CONCRETE AIR ENTRAINED 6% 4/- 1%. . E Fc' = 4000 PSI ALL OTHER CONCRETE W/ . 3/4" MAX AGGREGATE SIZE. . 3. REINFORCING STEEL PROPERTIES: A. DEFORMED BARS - ASTM A615 GRADE 60 UNO. USE ASTM ,4106 . I GRADE 60 FOR WELDABLE REBAR . B. WELDED WIRE FABRIC - ASTM A185. - 4. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED . IN ACCORDANCE WITH THE LATEST ACI MANUALS. . . 5. SHOP DRAWINGS FOR REINFORCING STEEL AND CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR APPROVAL. 6. PLACE ALL ITEMS PER APPROVED SHOP DRAWINGS AND . APPROVED MIX DESIGNS. . . 1. PROVIDE ALL ACCESSORIES, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE REINFORCING PER "ACI DETAILING MANUAL." NO OTHER METHODS OR MATERIALS WILL BE ACCEPTABLE. - 8. PROVIDE PLASTIC CHAIRS AND SUPPORTS IN ALL AREAS OF EXPOSED CONCRETE. . 9. PROVIDE MINIMUM CONCRETE COVER FOR ALL REINFORCING AS FOLLOWS UNO: . . A. CONCRETE CAST AGAINST AND . PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: "6 THROUGH *I8 BARS 2" . 1 05 BARS AND SMALLER 1 1/2" . C, CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: . SLABS, WALLS, JOISTS: . 14 AND 18 BARS I I/2" 11 BARS AND SMALLER 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1' 1/2" 10. PROVIDE CONTINUOUS WALL FOOTING THICKNESS AND REINFORCING AS FOLLOWS: (PLACE LONG. REINF. ABOVE TRANSV. REINF.) . FOOTING WIDTH THICKNESS . LONG. REINF. TRANSV. REINF: I'4' OR LESS 10" 2- "4 . 1'-9" TO 2'4" 12" 2- "5 . . 2'-9" TO Y-4" 12" 3- 5 "4 -9 12" OC Y-5" TO 4'-O" 12" 4- 5 "6 is 12" OC - 4'-1" TO 5'-0" 12" 5- 5 "l e 12" OC 5-1" TO 6'-0" 14" 6- 5 "l a 12" OC . 11. PROVIDE 6 x 6 - WIA x WI4 WWF IN ALL INTERIOR AND EXTERIOR . SLABS ON GRADE UNO. . 12. PROVIDE FOOTING DOWELS FOR CONCRETE OR MASONRY WALLS AND COLUMNS, DOWELS SHALL BE SAME SIZE AND SPACING AS . WALL AND COLUMN VERTICAL REINFORCING AND SHALL PROJECT FROM FOOTINGS TO PROVIDE LAP SPLICES AS INDICATED BELOW OR IN THE MASONRY NOTES. PROVIDE 90 DEGREE STANDARD HOOK IN COLUMN AND FREE STANDING WALL FOOTING DOWELS UNO. 13. LAP SPLICES FOR ALL CONCRETE REINFORCING SHALL BE 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER, UNO, ON PLANS. 14, PROVIDE MINIMUM CONCRETE WALL REINFORCING AS FOLLOWS ONO: WALL THICKNESS VERT. REINF. HORIZ. REINF. 6" AND 8" 14 a 16" OC CTRD 04 10 12" OC CTRD 10" 84 6 16" OC EF 04 6 16" OC EF . 12" AND 14" 04 e 12" OC EF 04 9 12" OC EF . - . 16" AND 18" 04 -9 12" OC EF 5 9 16" OC EF 15. PROVIDE EXTRA REINFORCING ON ALL SIDES OF ALL CONCRETE . WALL AND SLAB OPENINGS EQUAL TO ONE HALF THE INTERRUPTED REINFORCING IN EACH DIRECTION, UNO ON THE DRAWINGS. A . . MINIMUM OF I - 05 SHALL BE PROVIDED FOR EACH LAYER OF . REINFORCEMENT. EXTEND BARS PAST EDGE OF OPENING THE . ' LAP SPLICE NOTED ABOVE. PROVIDE AN ADDITIONAL 044'-O" DIAGONAL BAR AT EACH CORNER FOR EACH LAYER OF REINF, 16. COLD WEATHER AND HOT WEATHER CONCRETE PROVISIONS OF ACI 305 AND ACI 306 SHALL BE FOLLOWED. 1. DESIGN CODES: U.B.C. CHAPTER 21 4 ACI 530 LATEST EDITIONS. 1, DESIGN CODES: AISC "SPECIFICATIONS FOR STRUCTURAL STEEL 1. DESIGN CODEFiy.; STEEL DECK INSTITUTE (SDIJ: "DESIGN MANUAL FOR 2. . HOLLOW CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT BUILDINGS", ALLOWABLE STRESS DESIGN .AND PLASTIC DESIGN, .. COMPOSITE DECKS, FORM DECKS AND ROOF DECKS" LATEST EDITION . UNITS PER ASTM C90 REQUIREMENTS. Pm = 2000 PSI. LATEST EDITION AND AISC "LOAD 'AND RESISTANCE FACTOR DESIGN 2. STEEL DECK %HALL CONFORM TO ASTM A-611 OR A-446 AND HAVE 3. ALL MORTAR FOR LOAD BEARING WALLS BELOW GRADE SHALL BE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" LATEST A MINIMUM YIEJLD STRENGTH OF 33,000 PSI. DECK SIZE, TYPE.AND TYPE 'M' MORTAR MORTAR FOR LOAD BEARING WALLS ABOVE., EDITION. GAUGE TO BE SAS INDICATED ON PLANS. GRADE SHALL BE TYPE 'S'. TYPE N' MORTAR WILL BE ALLOWED 2. STEEL PROPERTIES: 3: FIELD WELD S)MEEL DECK TO ALL INTERIOR STEEL SUPPORTS AS . FOR INTERIOR ABOVE GRADE NON -LOAD BEARING PARTITIONS.: A) ASTM A992 (N=50 KSI) FOR WIDE FLANGE SHAPES SHOWN ON PLANS.. PROVIDE WELDS g 6" O.C. TO IE,, ANGLE OR 4. MORTAR PER ASTM C270. MINIMUM 28 DAY COMPRESSIVE STRENGTH: . 5) ASTM` A500 GRADE B (Fp46 KSI) FOR TUBULAR MEMBERS BEAM AT BUILZING PERIMETER UNO. SIDELAP FASTENING SHALL BE TYPE 'M' = 2500 PSL, TYPE 'S' = ISOO PSI., TYPE 'N' = 75O PSI. C) ASTM A36 STEEL (F -36 KSI) FOR ALL OTHER MEMBERS LINO AS INDICATED> +ON PLANS. 5. COARSE GROUT PER ASTM C476. MINIMUM 28 DAY COMPRESSIVE D) CONNECTION BOLTS = ASTM A3Z5 � E) ANCHOR BOLTS = ASTM A307 OR ASTM A36 , 4. SPAN DECK S3ECTION MINIMUM 3 SPANS CONTINUOUS UNO. STRENGTH = 3000 PSI. NO GROUT IS TO BE HAND MIXED ON SITE. F) 'WELDS = AMERICAN WELDING SOCIETY (AWS.) A5.1 OR A5B 4 5. THE STEEL DECK FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR 6. WHEN REQUIRED BY THE ARCHITECT, ENGINEER, OR BUILDING E70XX ELECTRODES APPROVAL, OFFICIAL, COMPRESSIVE STRENGTH SHALL BE TESTED PER UBC G) HEADED STUDS = ASTM A3o7 H) EXPANSION ANCHORS =HILT( KWIK BOLT II OR APPROVED 6. STEEL DECK TjCO BE SHOP PRIMED W/ STANDARD GREY PRIMER 21053 REQUIREMENTS FOR MASONRY AND PER UBC 2105.4 EQUAL . LINO. ON PLAN, REQUIREMENTS FOR MORTAR . . L I. MASONRY CEMENT SHALL NOT BE USED IN MORTAR OR GROUT. 3, ALL WELDS SHALL BE MADE BY CERTIFIED WELDERS AND IN . 1.ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWSJ - DIl . 8. REINFORCING STEEL: LATEST EDITION. . A. DEFORMED BARS: ASTM GRADE 60. . B. JOINT REINFORCEMENT: ASTM A82, 4 STRUCTURAL STEEL FABRICATOR SHALL FURNISH ALL PLATES AND . SPECIAL INSPECyTION AND TESTINCz: ANGLES CAST IN CONCRETE AND MASONRY FOR CONNECTING 9. SUBMIT MORTAR AND GROUT DESIGN MIXES FOR APPROVAL. . . STEEL,JOISTS; BEAMS, COLUMNS, DECK, ETC. UNO. SEE . SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE 10. SUBMITDRAWINGS FOR REINFORCING STEEL, APPLICABLE NOTES ON THIS SHEET 4 COORDINATE W/ MASONRY . WITH THE LATEZ'ST EDITION OF UBC, CHAPTER 11, FOR THE FOLLOWING ,SHOP AND CONCRETE CONTRACTORS. : . PORTIONS OPCONSTRUCTION: 11. WIRE JOINT REINFORCING FOR CONCRETE BLOCK WALLS SHALL . BE STANDARD CORROSION RESISTANT 9 GAGE LADDER TYPE 5. ALL STEEL BEAMS AND LINTELS TO BEAR A MINIMUM OF 8", UNO, 1, CONCRETE (PROVIDE TRI-ROD LADDER FOR MULTI WYTHE WALLS). INSTALL 6• 2. BOLTS INSTALLED IN CONCRETE JOINT REINFORCING PER MANUFACTURER'S RECOMMENDATIONS AT A ALL COLUMN BASE AND CAP PLATES TO BE WELDED AROUND; . MAXIMUM SPACING- OF 16" O.C. UNO, ON DRAWINGS OR PROJECT ALL SIDES. 3. REINFORG%G STEEL SPECIFICATIONS. I. PRIME PAINT PER AISC SECTION.6,5, UNO. ON ANY CONSTRUCTION 4, STRUCTURAL WELDING . . 12. INSTALL MASONRY VERTICAL AND HORIZONTAL REINFORCING PER DOCUMENTS. 5. HIGH STRNGTH BOLTING UBG REQUIREMENTS AND AS FOLLOWS: 8_ A. SEE PLANS, DETAILS, AND SCHEDULES FOR REQUIRED STRUCTURAL STEEL FABRICATOR SHALL PROVIDE HOLES FOR - REINFORCING. - JOIST ERECTION BOLTS AS REQUIRED BY OSHA. HOLES . B. PROVIDE FULL MORTAR BEDDED FACE .SHELLS LS AND WEBS SHALL BE 9/16"O FOR K-SERIES JOISTS AND 13/16"m FOR LH-SERIES . AROUND ALL GROUTED CELLS FOR BEARING AND TO PREVENT JOISTS. COORDINATE WITH JOIST MFR LEAKAGE INTO ADJACENT CELLS. LS. C. PLACE VERTICAL. REINFORCING PRIOR TO PLACING GROUT. 9, STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS . FOR APPROVAL. D. PROVIDE REINFORCEMENT POSITIONERS TO HOLD VERTICAL REINFORCEMENT IN PROPER POSITION AT TOP AND BOTTOM OF 10. PROVIDE BEAM CONNECTIONS AS SHOWN BELOW, . ALTERNATE 1. . ALL LIFTS. LENGTH OF REINFORCING BARS TO BE COORDINATED CONNECTIONS WILL BE ALLOWED PROVIDED THAT CONNECTION WITH CONCRETE AND MASONRY CONTRACTORS. DESIGN CALCULATIONS, CERTIFIED BY A PROFESSIONAL ENGINEER . . E. MASONRY WALL CELLS TO BE GROUTED WITH CONCRETE SHALL REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED, ARE : . BE FILLED IN MAXIMUM 4'-O" LIFTS. REMOVE ALL OVERHANGING . SUBMITTED BY THE FABRICATOR FOR REVIEW. i .... . OBSTRUCTIONS AND DEBRIS FROM THE CELLS PRIOR TO GROUTING. F. CONSOLIDATE ALL GROUT BY RODDING OR VIBRATING, BOLTED/WELDED BEAM CONNECTION REQUIREMENTS G. REINFORCEMENT SPLICES AT ALL FOOTING DOWELS, VERTICAL WALL REINFORCING, HORIZONTAL WALL REINFORCING, AND BOND (2)-L 4X3 1/2 ' . BEAM REINFORCING SHALL BE A MINIMUM OF 48 BAR DIAMETERS '- � = .FOR TENSION SPLICES AND 30 BAR DIAMETERS FOR COMPRESSION w . SPLICES. m o . H. PROVIDE CORNER BAR WITH 2'-O" + 2'-O" LEGS FOR EACH 3iiz . HORIZONTAL BOND BEAM BAR AT CORNERS AND INTERSECTING . . WALLS 13, PROVIDE CONTINUOUS BOND BEAMS WITH 2-05 CONTINUOUS AT THE . . TOP OF ALL BEARING AND END WALLS AS FOLLOWS: . . A. WHEN SINGLE HEIGHT BOND BEAMS ARE USED, MAINTAIN MINIMUM . 8" HEIGHT. B. WHERE JOIST BEARING BOND BEAMS, MASONRY LINTELS, ETC. : I REQUIREMENTS EXCEED 8" HEIGHT, USE 16" HIGH UNITS ONLY WHERE ACCEPTABLE FOR ARCHITECTURAL AND VISUAL REQUIREMENTS. WHERE ARCHITECTURAL AND VISUAL CONDITIONS REQUIRE USE OF 8" HIGH UNITS, PLACE 8" HIGH POUR THROUGH UNITS ON TOP OF 8" HIGH BOND BEAM UNIT. REINFORCE AND POUR THE BUILT UP BOND BEAM AS ONE UNIT. C. WHERE TOP OF BOND BEAM ELEVATIONS ARE NOT. AT MASONRY . COURSING ELEVATIONS DUE TO JOIST, DECK OR SLAB ELEVATIONS, ROOF SLOPES, ETC., PROVIDE BUILT UP BOND BEAM AS DESCRIBED IN ITEM 'B' ABOVE. STEP BOND BEAMS AS REQUIRED TO MAINTAIN A MINIMUM OF 8" BOND BEAM HEIGHT. CUT OR NOTCH . UPPER BOND BEAM UNIT. REINFORCE AND POUR THE BUILT UP BOND BEAM PORTION TO REQUIRED ELEVATIONS. D. LENGTH AND HEIGHT OF ALL BOND BEAMS AND BUILT UP BOND . I BEAM UNITS SHALL CONFORM TO ALL ARCHITECTURAL AND VISUAL .REQUIREMENTS. E. SEE PLANS, SCHEDULES, AND DETAILS FOR EMBEDDED ANGLES, PLATES, ANCHOR BOLTS, ETC. CAST IN BOND BEAMS, WALLS, PIERS, . ETC. . 14. GROUT SOLID BELOW ALL STEEL BEARINGS A MINIMUM OF FIVE COURSES DOWN FOR 16" LENGTH OF WALL, UNO. ON DRAWINGS. ALL STEEL BEAM SIZE . NO. OF 3/4"4, H.S. (A325N) BOLTS E.S. CONK ANGLES .WELD SIZE THICKNESS LENGTH W36 10 3/8" 2'-51/2" 1/4" W33 9 3/81,. 21-21/211 1/411 ,. W30 8 341, 1' - l l lie " 1/411 . W27 7 3,8" I,-81/211 I/4n . W24 6 3/Sn 1'-51,211 I/411 W21 5 3/8" 1'-21/2" 114" W18 4 . :3/8" 0'-111/2"' '/4" WI6 4 5/16" 0'-IV/2" 1/4" W14 3 5/16" 0'-8�/z" 1/4" W12 3 5/16" 0'-81/2" 1/4" - Wlo 2 5/16" 0'-51/2" 1/4" WS 1 2 1 5/16" 101-51/211 1/4' W6 I 5/16" 1 0'4' 3/16" NOTES: I. USE E70XX ELECTRODES. . 2. OUTSTANDING LEGS OF CONNECTION ANGLES MAY BE REDUCED TO 3" WHEN BEAM FRAMES INTO W8 COLUMN WEB. 3, SEE TABLE FOR CONNECTION ANGLES, NO. OF BOLTS AND WELD SIZES. : 4. BOLTS SHALL BE TIGHTENED IN PROPERLY ALIGNED HOLES TO A SNUG -TIGHT CONDITION AS DEFINED BY THE LATEST EDITION OF AISC "SPECIFICATION FOR STRUCTURAL .JOINTS USING ASTM A325 OR A490 BOLTS" UNO. . BEAMS SHALL BEAR A MINIMUM OF 8" ON SOLID GROUTED MASONRY UNITS, UNO. I . 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHORE AND, . BRACE, AS NECESSARY, ALL BEAMS SUPPORTING MASONRY ABOVE . TO PREVENT MOVEMENT OF BEAMS DURING WALL CONSTRUCTION. i SHORING AND BRACING MAY BE REMOVED ONLY AFTER WALLS ARE S��TEEL - ,JOISTS: . . ATTACHED TO ROOF OR FLOOR STRUCTURE ABOVE.. 1: DESIGN CODE: STEEL JOIST INSTITUTE (SJIJ "STANDARD : 16. STEEL BEAMS SPANNING 4'-0" OR GREATER AND SUPPORTED ON . SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL MASONRY SHALL BEAR EACH END ON 1/2" STEEL PLATE x 12" LONG JOISTS AND JOIST GIRDERS" LATEST EDITION. ' x NOMINAL WALL WIDTH MINUS 2" WITH (2) 5/8" DIAMETER x 8" LONG - . . HEADED STUDS. FASTEN ONE END OF BEAM TO PLATE WITH KEEPER 2. ALL JOISTS SHALL 8E CAMBERED PER SJI. SPECS., UNO. . BARS WHICH WILL PROVIDE LATERAL SUPPORT FOR BEAM AND ALLOW . LONGITUDINAL MOVEMENT. SEE DRAWINGS FOR KEEPER BAR 3. PROVIDE END BEARING DEPTH AND BEARING LENGTH PER SJI. CONNECTION DETAILS. SPECS,, UNO. 11. INSTALL LINTELS FOR ALL MASONRY WALL OPENINGS AS FOLLOWS, 4• WHERE JOISTS BEAR ON A BEAM ON ONE SIDE ONLY, BEARING - . UNO. ON PLANS, DETAILS, AND SCHEDULES:. LENGTH TO EQUAL THE BEAM FLANGE WIDTH. WHERE JOISTS BEAR A.PROVIDE STEEL LINTELS FOR ALL OPENINGS GREATER THAN 4'-0" ON A BEAM ON BOTH SIDES, BUTT JOISTS OR PROVIDE A 1/2" MAX. . WIDE IN LOAD BEARING WALLS AS FOLLOWS (LONG LEG VERTICAL) GAP, BUT MAINTAINING THE REQ'D. MIN. JOIST BEARING LENGTH. I - 5"x3 1/2"x5/16" ANGLE FOR EACH 4" THICKNESS OF WALL FOR PROVIDE EXTENDED ENDS WHERE REQ'D OR SHOWN ON DRAWINGS. . I . SPANS UP TO 5'-0" I - 6"x3 liz"x5/16" ANGLE FOR EACH 4" THICKNESS OF WALL FOR SPANS 5. EXTEND BOTTOM CHORDS AT ALL JOISTS TO WITHIN I" OF WALL OR UP TO 6'-4". BEAM LINES WHERE REQ'D: FOR CEILING INSTALLATIONS. SEE ARCH. DRAWINGS. B. PROVIDE ONE 8" HIGH COURSE LINTEL W/ 2-"5 BOTTOM.FOR ALL . . 2'-O" WIDE OR LESS OPENINGS IN LOAD BEARING MASONRY WALLS AND 6. STEEL JOISTS LOCATED AT COLUMNS AND ALL JOISTS 40'-O" OR ! . ALL 6'-4" WIDE OR LESS OPENINGS IN NON -LOAD BEARING MASONRY, GREATER IN LENGTH .SHALL BE BOLTED TO BEAMS TO MEET OSHA WALLS. PROVIDE TWO 8" HIGH COURSE LINTEL W/ 2-5 BOTTOM FOR REQUIREMENTS. ERECT BOLTED JOISTS FIRST AND WELD WHEN OTHER SPANS UP TO 4'-0" IN LOAD BEARING WALL. EDT COLUMN tt, JOISTS ARE INSTALLED. IF JOIST IS NOT LOCATED AM . C. VERIFY SIZE AND LOCATIONS OF ALL MECHANICAL LOUVERS, DUCTS, PROVIDE OSHA BOLTED CONN. AT.FIRST JOIST EA. SIDE OF COLUMN. . AND ALL OTHER OPENINGS WITH MECHANICAL CONTRACTOR AND . OTHER CONCERNED DISCIPLINES. 7. . FIELD WELD ALL STEEL JOISTS TO BEAMS, COLUMNS, ANGLES OR . D. SEE PLANS, SCHEDULES, AND DETAILS FOR LINTEL TYPES AND - PLATES CAST IN MASONRY OR CONCRETE PER SJI. SPECS UNO. LOCATIONS. 8. ALL STEEL JOIST BRIDGING SHALL BE DESIGNED AND PROVIDED BY I . 16. MASONRY VERTICAL CONTROL JOINTS: JOIST MFR. PER SJI. SPECS. UNO. COORDINATE LOCATIONS WITH MECH. i . .A. COORDINATE JOINTS AND CONSTRUCTION DETAILS WITH ARCHITECT. CONTRACTOR TO MISS SPRINKLER HEADS. . MAXIMUM SPACING FOR 12" CONCRETE BLOCK IS 28'-0". B. LOCATE JOINTS 2'-O" FROM ALL CORNERS AND EDGE OF ALL g, THE JOIST MANUFACTURER SHALL BE RESPONSIBLE FOR AND SHALL OPENINGS. SUBMIT SHOP DRAWINGS FOR APPROVAL. CALCULATIONS FOR ALL C. FOR LOAD BEARING MASONRY, CONTINUE BOND BEAM REINFORCING SPECIAL JOISTS SHALL BE CERTIFIED AND SUBMITTED BY A AND GROUT THROUGH CONTROL JOINTS. PROFESSIONAL ENGINEER REGISTERED IN THE STATE THE PROJECT I. D. FORM CONTROL JOINTS IN BLOCK WITH JAMB BLOCK WITH NEOPRENE IS LOCATED. . .INSERTS, OR ROD AND CAULK CONTRACTOR OPTION: USE STANDARD lo, THE DESIGN OF ALL JOIST MEMBERS AND ELEMENTS SHOWN ON THE BLOCK, LINE ONE SIDE WITH BUILDING PAPER, AND GROUT SOLID DRAWINGS ARE FOR THE IN -PLACE COMPLETED BUILDING. ALL TO FORM.KEYWAY.. LOADING CRITERIA AND VERIFICATION OF DESIGN FOR LOADING, SUCH . E. PROVIDE CONTROL JOINTS AT INTERSECTIONS. OF BEARING: AND AS HANDLING,: TRANSPORTATION:AND ERECTION ARE THE SOLE NON -BEARING WALLS. RESPONSIBILITY OF THE JOIST MANUFACTURER .. . . I1, . SPECIAL JOISTS SHALL BE DESIGNED FOR THE LOADS INDICATED .. ON THE DRAWINGS. . . 12. JOIST .-AND STRUCTURAL STEEL FABRICATORS SHALL SHOW, ALL FIELD ': 4: ,C,L C.tN I tMLIMM 1wl i-Nil v 1 I•11N .A."J FN4. ii��rt . 0 ROUND Oj�,' DIAMETER L LB. OR" POUND (WEIGHT) . ' POUND OR NUMBER LR LINEAL FOOT A A.B. ANCHOR VOLT LG,, LGT ' LENGTH, LONG AD. AREA DRa?IN LINEAR ADD, ADDENDUM LIVE LD., LL. LIYELOAD ADD'L. ADDITIONAL L.L.H. LONG LEG HORIZONTAL ADJ. ADJUST/ADJUSTABLE : L.L.Y. LONG LEG VERTICAL . AFF, ABOVE FINISH FLOOR LOG. LOCATION OR LOCATE . ALT, ALTERNATTE LONG. LONGITUDINAL . ALUM. I ALUMINUM LT. WT. LIGHT WEIGHT: „ . APPROX. APPROXifMI ATE LD, LOAD , ARCH, ARCHITECZT/ARCHITECTURAL M MAN. MANUAL ANCH. ANCHOR . MAS. MASONRY B BB., B. BM. BOND BED 1 MAX: : MAXIMUM . BRDG, BRIDGIN53 MAT'L. MATERIAL BF.E. BOTTOM FCOOTING ELEVATION MECH. MECHANICAL . B.J, BRIDGIN63,.J01ST . MEMB. MEMBRANE - L.11 BIT. BITUMINOUS r I MTL. METAL, . BLDG, BUILDING MEZZ. . MEZZANINE . BLK BLOCK MFR MANUFACTURER BLKG.. BLOC�K ING-s - M.H. MANHOLE BM. BEAM MIN. MINIMUM BT. BENT MISC. .. MISCELLANEOUS BOT. BOTTOM M.O. MASONRY OPENING . BRG. BEARING M.O. MECHANICAL OPENING . BSMT, BASEMENIT N N.A: NOT APPLICABLE BTWN. BETWEEN N,I.C, NOT IN CONTRACT B. fE BASE PLA�iTE . NO., " NUMBER C CANT. CANTILEVER NOM. NOMINAL C.I.P CAST IN FILACE N.T.S. NOT.TO SCALE CJ CONTROL. yU01NT 0 O.C. ON CENTER I. CLR CLEAR OD. OUTSIDE DIAMETER . COL. COLUMN OF, OUTSIDE FACE. I . COMB. 1 COMBINATI ON/COMBINED . OD OVERFLOW DRAIN . COMP. COMPOSITIE OH: OVERHEAD . I. CONC. CONCRETE 1.OPNG, . OPENING ' CONN, CONNECT/,4ED/-ION . . OFF. OPPOSITE CONST. CONSTRU(DT/-ION, O.N, DR, OVERHEAD DOOR CONT, CONTINUE-,OUS/-ION P IPAN CONTR. CONTRACT/ -OR P4J AND JOIST C.M.U. CONCRETEiMASONRY UNIT PART. .. PARTITION COORD. COORDI"TE P/C PRECAST CONCRETE' . CTR. CENTER FED, PEDESTAL CU. FT. CUBIC FEINT PLBG, PLUMBING . C.Y, CUBIC YA1RD PL., IE PLATE . . PLF. . POUNDS PER LINEAR FOOT D DBL DOUBLE PLK PLANK DEFL. DEFLECTION . . PNL. PANEL . . TT, DBL TEE DOUBLE TtEE PR PAIR DP. DEPTH OR:iDEEP PRELIM. PRELIMINARY DEPR. DEPRE554DEPRE55ION PREP. PREPARATION DEPT. DEPARTMIT PROJ. . PROJECTION DIAJ 0 DIAMETER; P.SF. POUNDS PER SQUARE FOOT DIAL. DIAGONAL P.S.I. IPOUNDS PER SQUARE INCH DIM. DIMEN5ION4 PVC. POLYVINYL CHLORIDE . DEAD LD., D.L. DEAD LOAD F.C.P. PRECAST CONCRETE PLANK . DTLJDET. DETAIL P.T. POST TENSION DN, DOWN- QUAN., QTY, QUANTITY DO. DWG.DRAWING DITTO j R. RISER OR RADIUS OWLS. DOWELS R.D. ROOF DRAIN DR. DOOR REC.. . RECESSED, RECOMEND REF. REFERENCE E EA., EACH. REINP, REINFORCE/-ED/-1NG . E.E. EACH END) RET. RETAINING ER EACH FACE REQ'D. REQUIRED • EL, ELEVATION4 REV. REVISION ELEC. ELECTRICAL . R.D. ROUGH OPENING ELEV. ELEVATOR R.S. ROUGH SLAB EQ., = EMBED. EQUAL EMBEDMEWT; EMBEDDED S.. SCHED. SCHEDULE I. EQUIP. EQUIPMENTT SEC., SECT. SECTION ERECT. ERECTION! S.F., SQ, FT. : SQUARE FOOT E.W. EACH WAlY SHT. SHEET E.W,EF. EACH WA1f,+EACH FACE SIM. ' SIMILAR EXIST. EXISTING SJI. .. STEEL JOIST INSTITUTE . EXP. r EXPAN51OW . S.L.' SNOW LOAD E.J., EXP, JT. EXPANSIO 4 JOINT SLNT: SEALANT . EXT. EXTERIOR S.O.G. SLAB ON GRADE F FAB. FABRICATE SPA. SPACES F.D.FLOOR DF4? IN SPEC. SPECIFICATIONS FDN. FOUNDATION 50. ' SQUARE FIN. FINISH SQ. YD: SQUARE YARD . FLR. FLOOR S. 5%. STAINLESS STEEL FLEX. FLEXIBLE: STD. STANDARD FLG. FLANGE STIFF. STIFFENERS PP. . FIREPROOIiJNG STL. STEEL .. FRMG. FRAMING STIR STIRRUPS FTG. FOOTING . 5%. JST. : STEEL JOIST FFE I FINISH FLOZOR ELEVATION : STOR. STORAGE FT., ' FOOT STR., .STRT. STRAIGHT F.V. FIELD VERIFY STRUCT. STRUCTURAL . C-s GA GAUGE SYM. . SYMMETRICAL G-ALV, GALVANIZED T TBE TOP. BEAM ELEVATION G.C. I GENERAL CONTRACTOR TGE . TOP GIRDER ELEVATION . GEN'L. GENERAL T45 TOP AND BOTTOM GLU-LAM, G.L. GLUE LAMONATED WOOD . ' T: DR TRENCH DRAIN ' GND. GROUND TEMP. TEMPERATURE 4 . . GR. GRADE THRU THROUGH GR BM. GRADE B5%4M T46 : TONGUE AND GROOVE . H H. HIGH TRANS(V), TRANSVERSE . . HT, HEIGHT TSE , , TOP OF SLAB ELEVATION HD. HEADED TDE TOP STEEL DECK ELEVATION . HDR HEADER TYP. TYPICAL HK HOOK TFE TOP FOOTING ELEVATION HORIZ. HORIZONTAL.7WE TOP WALL ELEVATION H. PT. HIGH POINTT U UNPIN. UNFINISHED .. H.S. HIGH STRENGTH . UNO UNLESS NOTED OTHERWISE H,V.A.C. HEATING, VeNTILATION, - . 4 AIR CONDITIONING V VERT. VERTICAL - ID INSIDE DIAJ'METER VOL. VOLUME . IE INVERT; ELEVATIONW W/ WITH IF. INSIDE FACE . W. WIDE FLANGE . IN., " INCH/ -ES WD. WOOD INFO. INFORMATION WDW. .. WINDOW . INSUL. INSULATIONI W/o WITH OUT INT. INTERIOR . WP. WATERPROOF INV.. INVERT W. PT., W.P. WORK.POINT ,J J5T. JOIST WT. . WEIGHT : JT, JNT JOINT W.WF.. WELDED WIRE FABRIC V• STRUCT RAL [DRAWING 5PEET INDE X 51 GENERAL STRUCTURAL NOTES 52.1 . FOUNDATION PLAN - AREA A 522 RE FOUNVATION PLAN - AA B . 53.1 ROOIF FRAMING. PLAN - .AREA A . . 53.2 R00r FRAMING PLAN - AREA B, . 64 SECTIIONS AND DETAILS . . . � . \_ 11 � _ . . . . � I . ;.... . 0 I L 00 N ~" G 2 N � 00a N I" N %A V) o 4 4) . -I--D C) S C) mm C-) . . C75 . ;..q I . 0 . J Q.w azrn 00 LOLn W g U) �N. M . \ VJ z °F. F. Q O= - cg C LL 0 ~ m p ». Z -!.•r M Z �_ 0.0 O 0 . � � c LIDo PA SS N m CI C F (n a�/'� E0g o N v, El D � 0 . ._ ddSSI o �iL I. .0 V . I . CD 1 (3 W_ U �: L" ;L ___A _A .-A _I >. i--- f- . -_t W_:W_ < L" w. + (a in . L" --I __j . W. -< " 0 .� 0 � taLo ai O Z T L� -a §8I1 - 1 . t J'� m . to I �b9 _-.2 Ttr eA .�s ji'-a to Q) t . _. -. L . : , t 2- �. -Z f CO 3 . S� SECTIJON5 AND DETAILS sheet . no:: I I m I 0 LID d Q Ln � N O O �t�77 - N fn 'N In n o -}� m GoU .� r, U rO I I C JJz 1� O I " I I 1 I V J 6HEET INDEX: 11"TECTURAL T1 T'llTLE 6HEET Lil LLI I l J►-" -u Al Pl IARTIAL FLOOR PLAN � �— i---. 2 f=",A.RTIAL FLOOR PLAN / DETA1L5 ---u w _.- A3 t:�\,/TERIOR EJ_EYATIONS ;!— .--A --A A4 F RT IAL REFLECTED CEILING PLAN o��0Q I A5 P"jARTIAL REFLECTED CEILING PLAN (D � Q ` U E--J E o � I A (o R\',,OOF PLAN _ - ►�i . L o n o Al 6ECTION5 a, y o .� U 03 of A8 SECTIONS Q ads Q) y U 0,O � C t CL U N 4-1 0 i� a� 5TRUCTURAL I I CQ E 06 Q06 bLID51 GIENERAL 5TRUG 1�1�L NOTES - u c " CQ r 52.1 FOUNDATION PLAN AREA "Al 522 FOUNDATION PLAN AREA 53.1 FRAMING AREA A -- % r w _ 4-1) 3.2 F ;�AM INCH ARE A � 54 5 Ci IONS 4 I�ETAIL5 � � ;; � q k, _, ; J cd 1 4 1 1 1 113 55 51ECTION5 4 DETAILS sheet no.: TlI r � I I I I I U U 0 Cd O PARTIIAL FLOOR PLAN SCALE: 1/8:'' '- P-0" NOTE: INTERIG�R DIMEN51ON5 ARE FACE OF GYP. 51). TO FACE OF GYR 51). KEG' PLAN .............................................. ............................................... .............................................. ............................................... n o c � on m .............................. u N L: -a L O O 10 � N V S4 fn Lf) 04 — v a o o w m ID -E-) .r--� C.) O V) 4 Cd O CID LLI � —A LIA --I --I 5: > +-- $- --- cy- w +-- M M LLI --A --A `� C Q I L O� E L cn 0 U O E N rn O E_oU o¢ p 0 +j I I v - � L Q O C C = o.o � U c . I i 3.j Qi L w CL a� -� Y ] a)O s ca.v cn 4-1s v � Fsheet no.:'. ,�%AKH P0 VPIM W. 5m, PARTIAL FLOOR PLAN SCALE:1/8" = I'-0' F. KEY PLAN / q of Cokmn of Colin COLUMN - TTP. SCAB 31= 1'-0" clear Anodl—ed Aha Windom m/ ImL Temp. Ghee. Cauk 4 Badcer izd Plastic La MAS Sill Concrete Block 2'x 4' Blodcieg sill ► El. 1021-0" 1 V!' Rigid ImA m/ 5/6' Gyp. Bd t 6 MIL Poly V& 0' Rock Face Conn. 51ock 4 siLL DeraiL 8' ?wmatce Conn m,_� coat. Mewl "ist Single %I[Ballame i IRICsLE� IJ-11Conc. RStI Ptpe WI >a LLARn DETAIL ;SCALE: P.- i'-0" Note SO Gyp. Bd Provide Weak Plans Jokb: c3 8'-0' or, � E�lon Johts s 14'-0°V= TV. Exparoi°n Jokrt Wd Block 4. Com Skldmk 1 V1' MW 2341 We& Cares As �uired s 6�42Nes Cauki VP n= 2331 Base Car ExWfo__r..,jCyokim Sm p�. ----__ a :o 8' 1'-0' Shine 3' Radh►s 7 •• :. . • . •'a '<' A COnt d. dv a d'� 4 �• Akan. Fraee � III t''` � :. �.', :: -III � � e a _ ��. r. • • Alai. Cover By Aka • ` storefront Mfg. 6' clan:�. :� . :rM1' ,•' ":, .:. "„ � • ..�: ' : ; 15, ease Wd Block r As Required Bituilnoue CURB pErtAlL SCALE: 114' 1: 7 2'-0" Q•• 2'-0" 8" CSJ 4M 18 0 lb' .( X X X X X X ►1►1►1►►►►►1►1SI/1► T V 11 -11 t y % 1-, X X X X X X X 'A X X X X IX I 1►1►1r1►1►1►1 �►� 11 Try-rr-rr '1 X X X X X X X 4'-0' PIER DETAIL SCALE: 3/4"= II4' COLUMN DETAIL SCALE: I'm I'-0 0, . Typ. uND 5/8' �. Sheathing in' Air Space 12" Conc. Block Alum. Wrap —By Window Mad. 5t1. Col: 5ee 5truct. Caulk 4 Backer Rod Allan. 11111ndow-5ee Window Elev. Caulk To Water tight Condition Wood Blocking Alum. Wrap -By Window Manf. 9 FACE CF STIR 2'-0 2'-o' SO Gyp. MR/ 6 m Polo vapor Barrier 8' CSJ 400x 15 a 16' OZ. Tccw�- WJD or— 37FulI Width Batt WA Exterior Colon - See Shut 5/8' Gcp. She d" Air Space 12' Pbc k Face Cone. Bock T-0' L 1,-0- PIER DETAIL - ?YP. FLASHING DETAIL SCALE: 31= 1'-0' SeGyp. Shs 0" Aboy I' Rigid kad mJ SuthWe Stu= 5/8' FR Pipood Up 2'-m' On Vertical Well Drip Flashing up TO Extend EDW Lip 1'-0' As Shomn 12' Block Cauk Pref l ig"d Met. Facia W/ Cont. Kappa Pilaster --q� [DETAIL g PILASTER 70P SCALE: 3'_ p-0" mi N 0 � N V C4 N f% O V1 aao U�.0 O U) +-) C� O CID C LLI _ —A C W < LLI LLI +— .Il_.al� Cy— O U I q EJm a O „ o 0 v E a� rn •v 0 a U p Z A,E_oU � 3 � v�►J2¢ i a��vc U v O 5 >, 3 -►. Y .� a� I CD s E N I v a� 02 E E o 00 0 U C C,2 m O J tJ' v (n -+-� Q J -� F-- Z Q o U) 11- IL sheet no.: 1 2 PreNfghed Met. Fascia Storied Block - TV. 5/8' FIB' Pkpod 9itegat�rg At Sign �ge As r. TDA I MINE 1, ` 1,SIN milli 111®M owin: mm fF'raMlehed Met. F TAM O TD. STRK I101-8' TD. STRM III'-0' Bk TD. STRK 11®44' IFF.E II000 ,gK. TF.E ISee Strud INN .; r r :.• _ - - r PWWOM MaL Reda At Sigiage - `Tol �� i �I f� f'1h� �/ 1�• iN if.. ■.\ffff�ffffffffffffffffffl®� � � IRA Ifffff7fff1'ffff■■■ffff.ffffffl I..ff.\I...11 ff....ff....... U IN Ifff■■frffrf.ffffff..fffff■■fl ■■■.f.ca ..lfrff.fff�.�IF .�r.'��J � +u INN 11,11111��11111111�11� ��iIAMI �� ■■�■■■n■■�■�■�■�■n ,i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■ ■■■■■■■■■i �■ ■ ■�■■■■ ��■�■■■ ■,■�■■■■ ■■;■■■■ ■■■■■�■I■■�■■■ ■■1■■■ 101111101111,1 �i ■■■■ �■r■■■ice ��■I■■/i■■■■■■1�1 ■■■■■II■11riil■�■■■ ■■11■1►1 F ■LINEN!1 Rock Face Cone. Bk* Cola J WEST ELEVATION SCALD: 3/32" - P-0' 50 FR F31pood SrpAthmg At Slgmgs Ae ffim, Anodized AWL Frans 1 Rode Face Cone. Block Cola Phe wAnd Met Faee �Co Cpnc. Bk-Pt TDA � 11LI Q. TD. STWE 111'-8' TD. STRI nv-r Rock Fats Corp Bb lqw IMI 01 rIL . see Suva. i 3 EA5T ELEVATION A3 scams: 3r32^ = r_o, tiPhe wiled Met. Far `TDJI 'rD111 TDkt I116'-8' :5ynttet►c Stucco Color 'A' ft& Face Conn B SU j1EV 103W I FFE W-V TFE �i � u..• . I. -■.Ifff.fff■p.fffffffffffl■■f.f.■\71 ' 1'�.'•..ff■■fry 9.■■rrrffr..ffa.r rfff■\Iqk IL q..rr.r■■fr.rfgrf.rr■■■r..r7■Mr■■fffa uuououffr7uo■ ■ouuo.ofuui If......f....�i9.ff.■�..ffffff.■■.....I � -:.:1!'Irll■rr ril7�r.....11.....ff.........1 ��- •/ ..��7�� I ' r ---� n--f.ff--------------•f— _ .....:: ! .ww... OwLwwwirwwwwwwwwwwwwwuww.. .. ` _rm NOR?FI ELEVATION Wr' E: 3/3211= P-0'1 souTN ELEVATION 6.1 iNM EIM �wvtww�i�w/w�r�wwwwwwwi ww■ / •� va o Met. Faecla Met. Canopy W= - etr Faada Bk Pt Mst. Fascia ra Bk-Pt Coda Block Color 'A' ............................................... ............................................... ............................................... .............................................. ............................................... .............................................. ............................................... .............................................. .............................. ............................. .............................. ............................. .............................. ............................. .............................. ............................. .............................. ............................. n o I m ............................. t � N F t0 O Se N ' O ram. fn � o n o U &S Q) F- 4 li I� 0 Cd �.0 C4- 4 O ■ ■ lu �1;110 --I __� �- Ha II AA N .0 --A --A Z N WO �Q +' LLJ > F— LLJ X_j W 11J sheet no.: SCALE: 3/32" = P-0" 5TEEL COLUMN 5CPEDULE ,COLUMN MARK IMEMBER BASE PLATE REMARKS CI 4515 5x5x'/4" 3/4" X11"xll" C2 955 6X6X1/4" 3/411 X12"X12". C3 +1SS 6X6X3/g" 3/4u X12"X12" FOOTING 5CHEDULE MARK SIZE DEPTH BOTTOM REINFORCING FI 4'-6"x4'-KJ" 1211 5-+5 EW F2 I 5'-0"x5'.011 1411 6-05 EW F3 (0'-0,wo'-Oil 16" Z-05 EW 5 6 7 8 9 1�0 11 12 , 13 2401_0II W W Z Z 315'-0" J J 20'-0" 20'-0" IS'-0"' 20'-011 IS'-0" I IS'-0" 23'-4" . 23'-4" 2 2 2 _O I .. . 12 -01 3 1 011 2 _'011 , 5i'-4" R— 14'-4" 8'-011 Q H Q '.. 381.011 I 101 011glII 10' 011 46 -0 10 0' 18 -4 5 -0 IS -4 11 11.011 I I 1► I 1 I I i cas- - I I i cYl LL I 11-011 I I ,, II-0" I 111'-011 TYP. � T7P. PILASTERCOLUMNNFlFl �F3' F2 LL -LJ L--------J L---------�L4 L---_--------_ Lr--------_F_—� ------_--=,--_—� J11T o --------- — '�---- — — — — — —— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — -— — — — — — — --— — — — ---------- --------------- ----�n�----. Popp < 21i' -34 J�4M REINFORCING 5CNEDULE MARK PERT. REINF• WALL LENGTH STARTr TERMINAtING REINF. END REMARKS VERTS. LOCATION OI 1-05 811 TFE ------ ROOF BOND BM. O2 2-"5 16" TFE, ---- -=---- '. ROOF BOND BM. 3 O" 3-�✓ ' 24 TFE: ---- ------ ROOF BOND BM. O 8-15 32" TFE; ,I LTL. BRG. ROOF BOND BM. BARS PER CORE (I EA. FACE) O 10-05 4011 TFE; I' LTL, BRG. ROOF BOND BM, BARS PER CORE (I EA. FACE) O6 4-05 32" TFE: ---- ---- ROOF BOND BM, SEE 4/55 t-UUNL),41 IVN'._fiiLfllN INCJ I MU.' cv, 1. VERIFY ALL VIMENSIONS W/ ARCHITECTURAL DRAWINGS. b3 Icm � �. 2, FINISHED FLOOR ELEVATION (FFE) SEE KEYNOTES BELOW. +' CD O 1'' O O -o' co 3, SEE 5ECTIONI V54 FOR DROPPED FOOTING AT ALL .o V . UNDERGROUND MECHANICAL LINES ENTERING BUILDING. 4. TOP OF INTEi;&OR FOOTING.ELEVATION (TFE) = 99'-0". U.N.O. 5. TOP OF EXTERIOR FOOTING ELEVATION (TFE). = g6'-8" U.N.O. 6. SEE PLAN FOR, CONTINUOUS WALL FOOTING WIDTH. SEE CA5T-IN-PLA41 E CONCRETE NOTES ON SHEET SI FOR:FOOTING THICKNESS A%D REINFORCING. 1. SEE ARCH. D4WING5 FOR SIZE AND' LOCATION OF ALL WALL OPENINGS. S. 5 ----- 5 ON PILAN DENOTES STEPPED FOOTING. SEE DETAIL 1/54, 10. SEE DETAIL I'/54 FOR THICKENED SLAB AT NON -BEARING INTERIOR MASONRY .WALLS. AREA . B . 11. "Cl" ON PLANIIDENOTES COLUMN SIZE. SEE COLUMN SCHEDULE . ,�REA A ON THIS SHEE-T.. 12. "Fill ON PLANILDENOTE5 FOOTING SIZE. SEE FOOTING SCHEDULE ON TH15 5HEEA-T, I� PRCSvif�F +� �.48" O.C. VERTICAL REINFORCING IN ALL CONCRETE r� _ 0UNDATION PLAW A F, E A . 5. SCALE: FOUNDATION PLAN NOTES!. I. SEE SHEET 52.1 FOR TYF. FOUN'4DATION PLAN NOTES. 2. SEE SHEET 52.1 FOR COLUMN AND FOOTING SCHEDULES. 3. SEE SHEET 52.1 FOR JAMB RE1fNFORCING SCHEDULE. AREA A :tibr r 00 . N 0 I— CD O N LO � N O N to �+ N LO N to LO ai +, o c c' c c U O ct O Q M ' O � Lc) .N W Uj Z M M > Z C° O U aO u- 0 I— > OD�m z�- 'oo z(n�r-")E 0 Isoil cn a c _ dd I �- o C CSi V V O `�} ^� p� LL I —1 —1 CV VID is ' CV m r ffi t� m 3 �R \ — Z" Cc 7 m 3 go n0/ lk � � U N oI E c\t oo . � o Q I O Q --�' Ln . U c co 0 Z Q J W Z N O. Qm 4� Z .Q N N � W cn O � : LL. Q sheet no.: . B I , I _ . ... ' , . .. . .. =k� . .: .. .. � . 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I�I'11'(Afi�IF'�li'Fl.d� N 4'-4" 23'-0" 4'-0" 19'-4" 4'-4" AREA SCALE: VS" = I' -O" ROOF FRAMING PLAN NOTES, 1. SEE SHEET 53.1 FOR TYPICAL ROOF FRAMING NOTES. 2. SEE SHEET 53.1 FOR LINTEL SCPLEDULE. 3. SEE SWEET 53.1 FOR SPECIAL J0,IST LOADING DIAGRAM. AREA A i < ' FLAN tD n d I o 00 L 00 G N N O i N O N 00 ! N +� U-) c c . nl � -) r~ �V Q ' eoMO � � W Q� z N : CM > (�,[„ V J _Q � 0 X Q aO U- 0 J^/ N Z LLL J p o Z�U)ccLE r O o ccc IVVPA m$ 04 cc m ♦_^^A a VJ cc 10 Q~ C Q _D c a LA CID CID V O 7 Ul --j --j 1 121 � C'V LT O IV / - r+ .n 3 Cc Q N a� o, C a) aD E o +� CD 0 1 O O -p LO U C o 0 m . C� Q Z w �cy- Q � � I U oQ of �0 ;--4� 0 0 c\2 0 sheet no.: sn ENLARGED PATIO PLAN �.� 1/45=1'-0" NORTH \00000— I ",All!�2 LIGHT FIXTURE - I FB-1 FB-2 n I CMU-4 FB-1 2 CMU-3 TUBE STEEL FRAME I BEYOND SHOWN DASHED 17 A6.1 G.M.U.-3 C1"1.U.-2 i i /y 1 ` i �, PREFIN. MET L- PANEL GAT II I1. PIPE BOLLA � PROVIDE II 1I I I I 11 11 SEE l/A1.1 II 11 I 1 LOCKABLE CMU-5 II II LATCH I111 I I Lr-------- ----------I—F- ------ (GONG. FOUNDATION •`SEE STRUCTURAL 3 TRASH ENCLOSURE ELEVATION o �1 1/4'=1'-0' tr I T11 2\ TRASH ENCLOSURE PLAN = �N FACE OF PIER �ce _ 03 't fu � N — nn 0- w a l9'-0" OVERALL WIDTH 64'-0"' OVERALL WIDTH i1 FLOOR PLAN —BUILDING 'A' Az,) va•-r-o• NORTH 11 QI ! I O I I 2 I 2 A2.1 0 - FACE OF PIER N N� ilk B � v TRASH ®VCLOffE T- m , PIPE all 4 BOLLARD 14'-4" (5 TH115) SEE VIA]] D -0„ i CP t.-0"x5'-4" CONC. / - I STOOP W/ FROST FEND. ®I 1 N � N N _LLI 6, 'J LU O 1 FACE GAF PIER I j ( I ( CL ^_ Ul < U 411 -2 '-011 1/47=1'-0' - ---- - - _ - - - -- - NOR - - -- - - -- A2.1 o s �C ASSOCIATE ARCHITECT INTERIOR DESIGNEF 1255 ENERGY PARK DRI' ST. PAUL, MN 55108-51 PH. (651) 642-92 FAX (651) 642-1 1 I H.J. DEVELOPMENT ALBERTVILLI CROSSING ALBERIYILLE, MN CONSTRUCTION DOCUMENTS 1-13-03 BUILDING ', FLOOR PLA TRAc. ENCLOSUF PLE TRA.c. ENCLOSUF ELEVATI( PATIO PL) hereby certify that this plan,specitication,ol report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Mlnnes Jon R. I Date 01/31/03 Lic. No Checked by IN Date 01/1 O N 04 O O B. I N O Q Q LO LO)k2i 00 A N O C4 N N a- I y 7..G 111, 1/11 FTG, REINF., SEE . GEN1.NOTES LAfiF' � 4 ut p_ TFE VARIES ' OgL SEE PLAN d ° - BENT BARS t0 p d MATCH SIZE AND QUANTITY OF FOOTING REINF. NOTE: D 2x6. UNO 1" CAST STEPPED FOOTINGS AS ONE UNIT. 2. COORDINATE EXACT FTG, STEP LOC. W/ OTHER TRADES. DETAIL S� STEPPED FOOTING N0:6CALE ;STEEL COL. SLAB BLOCK -OUT POUR AFTER COLS. ARE ERECTED -rrL00R SLAB '/a" BITUMINOUS FELT JT. 1/3 SLAB DEPTH - 0 N CONST" JT: CONTROL JT" CONTRACTOR OPTION: NOTE: BEE: CGENERAL STRUCTURAL USE CIRCULAR BLOCK -OUT NOTES FOR /ASPHALTIC COATING OF STRUCTURAL STEEL BELOW GRADE. DETAiL CJ� TYPICAL COLUMN ISOLATION JOINT NO.5CALE T NON-BiRG. GONG. BLK. I WALLS';, SEE ARCH. I FOR 51�:E 4 LOC" i FFE >� px 5EE PLAN } pX 4v •' I 2 - *4 CONT" a/ T + $" 1 3" CLR. COVER NOTE: 1" 8" THICK INT, GONG. BLOCK WALLS OVER S'- 07" HIGH OR 12" THICK WALLS OVER 13'- 0" HIGH MUST BE BRACED AT TOP. SEE DETAIL 6/S5. 2. USE THICKENED SLAB. IF: A. 4" FLOOR SLAB W/ 8" OR WIDER GONG. BLK" PARTITIONS 10'-0" OR HIGHER. B. 5" OR MORE FLOOR SLAB W/ 8" OR WIDER CONG. BLK, PARTITIONS 12'-0" OR HIGHER I3 DET,4 I L CA THICKENED SLAB AT NON -LOAD BRG. INT. MASONR-i1 .WALLS 1/2"=V-0" O c: a. R O IF PIPE IS LOCATED IN THE FTG. AREA, LOWER FTG. TO PIPE PERPENDICULAR ALLOW PIPE TOIPA55 THRU TO FTG. (SEE MECH. . WALL FOR SLEEVE) 1 I/a" SAW CUT W/ WET BLADE IMMEDIATELY AFTER FINISHING I±T CONTROL JOINT CONSTR. JOINT O a 20' -0" O.G. MAX. . SAW CUT JT. SLAB ON GRADE ADJACENT TO CONSTR. JT. NOTES: .'.a d ea I• 4 1. FOR PIPES 3'-@" . ,=4 OR LESS BELOW FTG. d ' e p °: 'd e d PROVIDE SLEEVE 4.: °• ; ••. GONG, AS SHOWN. SLEEVE 0, + 1'-6" $�a11� x2'-@" TERMINATE 2. FOR PIPES MORE • . e. a -' SMOOTH DWL. MESH AT JT. THAN 3'-0" BELOW a 12" O.C. FTG. USE STEPPED ° (GREASE ONE END) .' FTG. DETAIL TO GET - WITHIN Y-0" MAX. ` °I• ' WELDED WIRE MESH FABRIC, SEE PLAN NOTES INSIDE DIA. OF 51-E=WE TO BE, MIN. 2" LARGEak THAN O.D. OF PIPE, CENTER PIPE IN SLE,tvE 2 DETAIL 3 DETAIL CJ4 WALL FTG; a UNDERGROUND LINES NO SCALE 54 TYPICAL CONTROL/CONSTRUCTION JOINT NO SCALE SEE PLAN TWE 811H x WALL WIDTH BOND SEE ARCH BM. W/ 2-05 CONT. SEE PLAN GONG. BLK WALL, GONG. BLK SCREEN SEE PLAN FOR WALL W/ 05 a 24" O.G. SIZE ;4 REINF. VERT. REiNF. EXT. GONG. 5L AB ON DWLS. TO MATCH GRADE, SEE PLAN VERT. REINF, CONC. SLAB ON GRADE, EXT. GRADE OR FFE , SEE PLAN PAVINGSEE SEE PLAN ARCH. (GONG. SLAB . ON GRADE 651M" WL� 0� IFFE OL SEE PLAN DWL5. TO MATCH VERT.REINF. CONT., WALL FOOTINCG TFE SEE PLAN 4 G•EN'L. *OTES FOR SIZE 4 REINF" SEE PLAN CONT. WALL FOOTING, ' SEE PLAN 4 GEN'L, NOTES FOR SIZE 4 REINF. S 5ECTION g SECTION TYP. INTERIOR WALL 1/2"=V-0SCREEN WALL 1/2"=1'-0" Aph TWE VH x WALL WIDTH BOND SEE ARCH.. ° _°.. BM. W/ 2-05 CONT. GONG. BLK WALL, • SEE PLAN FOR 51ZE 4 RTEINR EXT. SLAB CONC. SLAB ON GRADE, SEE PLANT FFE FFE-- SEE PLAN X. SEEP I I —I I f— T I - NOTE: SEE 12/54 FOR ADD'L, INFO. II~ S"H x WALL WIDTHI $OND ' BM. ,W/ 2 -05 CONT.. COLIC. BLK FDN-. UALL DWL5" TO MATCH W/ "5 a16" O.C. VENT, 4 VERT. REINF. FTG: DWLS TO MA,TTCH TFE SEE PLAN GONT. WALL FOOTIT�ly' SEE! PLAN 4 GEN'L."INOTES FOR SIZE 4 REINF,, i �4 5E CT I CN 0kA EXT. FOUNDATION WALL COL., PIER 4 FTG. SEE PLAN STL. STUD WALL 4 (t COL. ( BRICK VENEER 5TL. COL., SEE PLAN I PAINT COL., IBASES 4 TOPS OF A,E3, W/ JOINT I SEE 1/54 PAINT COL. BASES 4 I I COL. ISOLATION JOINT, SEE 1/54 ASPHALTIC; (PAINT PRIOR TO CASING I I CONC. SLAB ON TOPS OF A.B. W/ IN CONC. MAS. 54 I I I GRADE, SEE PLAN ASPHALTIC PAINT I I I FFE PRIOR TO ENCASING I CONC,SLAB ON IN CONCRETE OR GRADE, SEE PLAN _ — • . SEE PLAN MASONRY FFE OL� SEE PLAN 1 I�z" NON SHRINK GROUT i •' ' — _ ADD 3 TIES a 3" O.C. °' , AT TOP OF PIER STL. COL SEE PL4 BASE f2 SEE 5C1- it COL. .,4N VIEW \\��Y�i�X�� ° I '. / �j��//��/�� ' TFE NOTE: I u 11 CONTINUE C.G' 2@ x20 GONG. PIER SEE PLAN O GONG. FTG., SEE SEE PLAN CONC. BLK FDN. " ." I . ;n 0k PLAN SCHED. ,1: PAST FACE; , I . W/ 4-% VERT. AND a, (L I 11 �OF GONG. PIERS (4) a"� I 1 �z NON -SHRINK WHERE OF. O" I *: .. r;a: "3 TIES 12" O.C. A. BOLTS + �,TD. GROUT FOR SIZE 4 REINF. d ° . ° OF PIER DOES NOT EXTEN@ TO O.F. OF HK. W/ DBL."PNUT5 FDN WALL WASHERS' 3" CLR, TYP= GONG. FTG., %EE •e S4 PLAN 4 SCHr8DULE SEE PLAN FOR 51ZE 4 REINF. 3" CLR, TYP. TION � jDETAIL d ` SECT I OI V 5 `jEC CJ /ANCHOR BOLT SETTING NO SCALE CJ� INT. STL. COL. FTG.. NO SCALE EXT. 5%. COL. FTG, 4 PIER CONTR. OPTION: ---� PROVIDE UNCOMPACTED SEE SEE PLAN SAND BASE 4 SLAB PLAN PROVIDE, �'VH BOND BM. ON GRADE — EXT. WALL BEYOND W/2-05 CANT. @ MID -HT. b" MIN- STRUCt. --� !�—SEE PLAN FOR CONC. BLK WALL, TOP OFF IIUALL CONCRETE SLAB SEE PLAN FOR LIGHT GAGE FRAMING, SIZE 4 LOG. SIZE REINF. CONC. SLAB ON SEE ARCH. 4 12 114" MIN, SLAB BRG., COORD. S a 12" BOT. I j W/ ARCH. DW's5, GRADE, SEE PLAN CONC. SLAB ON GRADE, SLOPE, SEE ARCH. CONC: 5L>/AB ON SEE PLAN EXT. GRADE OR GRADE, tEE PLAN 0 GRADE OR PAVING, SEE F E Fri PAVING, _ c L SEE PLAN SEE ARCH. � � 5EE PLAN ARCH. (GONG. SLAB `,c=--� .,EE PLAN ON GRADE aSIM. T--� I� I _ r T I — �� p , CONC. SLAB ON ICI- Il— I I II` CONIC, BLK WALL FDN. _ O? •' I I GRADE, SEE PLAN WALL, SEE PLAN FOR 12" CONC." I S"H x WALL WIDTH � _ � � S"H x WALL WIDTH OWLS. TO MATCH I BLK FDN, SIZE 4 REINF. BOND BM. W/ 2-05 — -� .I-*r— j BOND BM. W/ 2-"5 WALL W/ 24" O.G. CONT, I 1 11 ! CONT. VERT. REINF. VERT; DO NOT FILL VOID CONTR. OPTION: W/ CONCRETE 04 e IV' DWLS. 6„ 611 TEMP. FORM OR GALv, VARIES, SEE PLAN ALL AROUND TFE CONFORM DK OR EQ. 21_@11 SEE PLAN I TFE DESIGNED BY [)K.MFR 2' -0" SEE PLAN CONT. WALL FOOTING, LONG. FTG; `SEE PLAN d: .' ' �' .' . c� d °. SEE PLAN 4 GEN'L. 4 SCHED. F�*R SIZE .' TFE 4, d.a NOTES FOR 51ZE 4 REINF. WIDQN PAD FTG. •' 5EE PLAN REINF. AS NECE55V41RY TO GONG. BLIP" FDN• WALL CONT. WALL FTG. SEE .5ECTION TYP. EXT. WALL PROVIDE PILASTER BRG. W/ "5 alb""cO.C. VERT. 4 i 1 FTG. DWLS?ITO MATCH PLAN 4 GEN L. NOTES FOR 51ZE 4 REINF. >> SECTION (VE3 TFTG. AT PILASTERS I/2"=1-@STRUCT. GONG. SLAB I/2I'=1'-0" I I i :; . �r L 00 n d N 0 i N Lo Lo N u') r� C . F- + C� CD 0 J coo LO I'I W w ZN M Zco 00 -� — X Q p LL o� D. Z J �r o Zcn(j)ccL;E OLO O Iss n. M M C V) V� E h O a� N a� V J ❑ 'a L hit. c/) bassi OF a Chi z C$� v L —t -- cv 0 o�o Z u A= o d �Cc E CG — U, _ �O 0"H x WALL WIDTH BOND BM. . GROUT / 2-"5 CONT. BEAM POCKET 8"H x WALL WIDTH BOND Bid- l� 12" GONG. BLK, PARAPET SOLID :AFTER ERECTION g�� H BOND BM{ W/ 4" MIN. JST. BRG. SIM, W/ 2-'5 CONT. L TO fP T. x1/a". FIELD DECK BRCS. L, (OMIT WHERE -+5 CON 3/1 S BEAM) CONT L 3x3 DECK BEAR ON I SEE SEE ARCH. FOR WELD DECK TO L:W/ sra"4� SEE ARCH. FOR MECH UNIT SEE MECH FOR :6 CONIC BLK Ifiu T/O PARAPET EL. a PUDDLE WELD 6" O.C.. CON.. L 3x3x�ra", FIELD T/O .PARAPET EL. WELD . DECK TO L W/ ra PANEL. �OINt PLAN EXACT LOCATION 1/4 "5 48 OWLS), GROUT TOP s 1` LOAD ROOF DECK, SEE PLAN C SOLIG COURSE JST. 70P CHOR��D OR C. TO JST. G6x82 DIRECTION VARIES 1!4 2 SEE ARr`H• FOR PUDDLE UJELDS � 6 O•G.. L 5x5x5/16"x0'-5" BM. TOP FLANC, T,-P• ROOF DECK, SEE PLAN (DECK RUNS OVER WALL T/O PARAPET EL 3/16 ROOF DECK SEE PLAN L TO JST. % gSIM SE l/S5) TYP. 3/16 PROVIDE 2-L 2x2xI4a" (SUPPLIED BY STL. FAB. s INSTALLED BY STL, ERECTOR) AT ALL EQUIP. AND PIPING SUSPENDED FROM STL. JOISTS NOT WITHIN 4" OF JST. PANEL POINT LOCATE JOIST PANEL POINT OR �CONC. BLK WALL, PROVIDE - ROOF DECK, SEE PLAN. MIN. 4 CORES lW/ 05 PERT. SEE PLAN FOLLOW "HANGER [BELOW CTRD. ON BM.) _ REQUIREMENTS 3/16 �YP SOLID GROUT FULL WALL HT. 1„ N PER SJ!I JBE 4 JIBE SEE PLAN .T 1(011H x WALL WIDTH BOND 8 SEE PLAN STL. JOISTS" DETAIL W/ 2-05 CONT. TOP t BOT. a STEP BOND BM: AS REQ'D'• L 4x4x1r4" OPNG. WELD ROOF D%rx TO LOAD\\AFFLY,HANNGER STL. BM., SEE PLAN 77 FOR SLOPE OF DECK FOR' i L LOADS TO FRAMED OPNCi& ' �OF BEAM STIFFENER A• AN ANCHORAGE E E SIDE ff_ ORAGE a. W/ STL. JST., SEE PL CENTERLINE OF JOIST CHORDS sia"� PUDDLE WELDS _ 1 (NO ECCENtITRIGITY). NOTIFY i6" O.C., ALL AROUND BRG. B .5ra"x5"j' 0" 3 �" t GONG. BLK WALL, SEE PLAhrI STL. JOIST, TYP. W/ 3-5ra �x5 HC ADED 8 H x WALL WIDTH BOND BM. ENGINEER iPRIOR TO P5" MIN. BEARING 4 STUDS e 5 O.G�• TYP. W/ 2 "5 FOR SIZE t REINF. BEE PLAN N INSTALLINGis,ANY HANGER �, NOTE: 3, LOADS GRATER THAN 100" HEADER L 4x4x a CONT YER SIZE, NO., 4 LOC, NOTE: PROVIDE DIAGONAL BRG, E a"x6 xl -6 CONC. BLK WALL, SEE E 3ra"x4" xl'-0 4511.0 .C. W.3_s%4 5"HEADED R 20 PLF:. TYP. OF ALL OPNGS• 2-L 2x2x�ra" (ONE EA. STUDS O PLAN F SI sa" 3/16 W! EXTEND CHANNELS PAST CURB L OR Z£ t REINF. W/ 2- r x 4 HEADED ARCH., MECH. CELEC. OVER NEXT JOIST EA. SIDE TYR, SIDE OF JOIST) AS PER PRIOR TO FABRICATION "HANGER REQUIREMENTS SEE SEE . STUDS �I 8" O.C. AT STL. JOISTS" DETAIL SEE PLAN PLAN BRIDGING AS PER SJI. PLAN :ANCHOR SOLID TO WALL 3 T>�I SECTION 5 SECTION 5 CTION DETAIL 2 D TI L D L 11 55 HANGER REQUIREMENTS STL. JSTS. NCB SCALE 5zj ROOF OPENING .SUPPORT FRAME NO SCALEj�j MECH. UNIT SUPPORT NO SCALE 5� BM. BRG. ON EXT. MAS. WALL I/2 =1'-0" . 5�J JOIST BRG, g EXT. WALL 1/2"=1'-0" CJ>j DE-CK BRIG, m EXT. WALL 1/2"=1'-0 SEE ARCH. SPEC,.fFOR It BEAM SEE FIELD WIELD DECK 70 fE W/ 5ra"� COMPRESSIBLE CLOSURE PUDDLE WELDS 6" O.C. MATERIAL PROVIDE BOLTED CONK. AT EA. it,SPLICE (t COL. TL BRICK IN SOLID 1 CLR END OF ALL JOISTS SPANNING S. BM. PLAN 3r i j i, i i, 40'-0" OR GREATER PER OSHA BTWN. JOISTS CONT. iL a x4 W/ r2 HEADED a MAX. a MAX. SEE' PLAN —� REQUIREMENTS. BEAM FLANGE I SEE SEE STUDS 6 24 O.C. i ROOF DECK, NOTE: HOLES SHOULD NOT EXCEED '3i " SPLICE E EA. SIDE, I/4 VARIES PLAN PLAN SEE PLAN SEE ARCH FOR,IAS. 9/16"0 FOR K-SERIES t 13/16"� SEE STRUCT. STL. SECTION I. I/4 EA, JST. CONT. L 2'r2x2'r2x3/I(o" PART. t CEILINGS FOR LW -SERIES JOISTS (OF GEN'L. NOTES FOR SIZE I 3ra";STIFF. @ EA. SIDE OF JBE EA. SIDE OF BLK PART. ,t NO. OF BOLTS REQ'D. _ BM. "5 �+ 48" O.C. CTRD. IN FIELD WELD REBAR SEE PLAN. ANCHOR TO STL. DEG'G STL. BEAM., SEE PLAN �., PER SJI TO BM. FLANGE �I `� a TBE J, WALL - GROUT CORES WJ/ z OR 16 GA. W/ 0 S�_, 3 PER SJI L. 3' x'ra" CONT. DRILLING, SELF TAPPING BRICK IN SOLID 4ROUND GUSSE T T fe ra x4 x4 SEE PLAN I REiNF. SOLID FULL HT. SCREWS 6 12" O.G. MAX. BRDG. IS PERMISSIBLE. EA. SIDE OF BM. ROOF DECK, SEE PLA JBE 3/16 2a12 HSS TO BM. ROOF DECK, SEE FILL 8" HIGH' BLK PLAN', WE DECK COURSE CONT, WI EA. SIDE SEE PLAN TO L W/ 5ra"0 PUDDLE CONT. 16 GA. fE ANCHOR CONC FULL LENGTH " CLR S JBE W S 6'" O.C.TL. BM. t fE, SEE PLAN ABOVE L W/ 2-"10 SELFF IF JST. I MORE ELDABOVE STL. LINTEL STL. JST., SEE PLAN 8"H x WALL WIDTH BOND BM. DRILLING, SELF TAPPING f THAN 8" DEEPER SEE PLAN OR LINTEL SCHEDULE SCREWS TO DEGtK 12" O.C. i THAN BM, BRACE STL. BM., SEE PLAN = 3, W/ 2-"5'' CCONT., STEP BOND. BM. L TO 'JST. OMIT UNDER ALTERNATE TO J5T. TOP STL. BM., SEE PLAN STL. JOIST, SEA iPLAN $ STIFF• fE 24 O.C. MxAX• �/162 BRIDGING AS PER SJI. AS RECID. FOR JST. BRG-. EL. 1/4 LOCATIONS 4-3ra"� A325 BOLTS �� CHORD �' FIRST EXTEND END 3 2 EA. SIDE OF LINTEL PROVIDE HSS 2'r2 "x2 �r2 "xra" L BE A BM B/O fiE EL. ANCHOR SOLID TO WALL i PANEL PT.TS PST INSTEAD OF 's CONT, B R DECK SUPPORT ST AM, SEE ARCH, CO T COL 3 SEE PLAN NC. BLK WALL, SEE PLAN i i �� STL. W/ a CAP FOR SIZE t REINF. CONT. L 2r2x2r2x3/16 1 CLR. WHERE JSTS• BOt. CHORD EA. SIDE OF BLK PART. PENETRATE WALL, (t11•E• PROVIDE L 2x2x3/16" AT USING CLIP L fPr SEE PLAN JST. TtB CHORDS; l S LOCATIONS DENOTED BY-x 5x5x�ra"x0'-6 SEE 13/55 OR 11/S5 FORS` ON CONTER STL. ff'_ FIELD WELD TO BOT. OF . WEB , END BRIG. DETAIL ON CONC. BLK WALL SEE STL. JSTS. ONLY ALT. ETC.!) RUN BLK THRU OPEN ON PLAN OR WHERE REQ'D. STL. JOIST, SEE PLAN PLAN LOCATIONS, VERIFY SPACE OF JOIST. BY JST. MFR, FIELD WELD TO LOCATIONS W/ ARCH. BM. GUSSET E t JST. BOT, NOTE: WHERE JOISTS DO MECH. t ELEC. CHORD AFTER FULL ROOF NOT LINE UP, EXTEND JOIST j ENDS I" BEYOND BEAM d. DEAD LOAD IS 1N PLACE a 5ECTION g 5ECTION _ C I ON I� D�T>41L � >> SECTION 2 5ECTION NN. LIG 1 Si. BR STL. BM. I/2 STL. LLINTE CONC. WALL LE BM. TO COL. CO t BM 'SP E 1%Z -0" J BRIG. g "=I'-0" 55 DECK BRG. INT. WALL INT, NON -BEARING CONC. BLK WALL NO SCALE 5�j JST. BRG. AT STL. BEAM 1/2 -1 -0rj�j 55 55 L IN BLK NO SCALE it, BEAM I PROVIDE BOLTED CONN. AT COLUMNS PER OSHA Ira" MAX. 1r4'r MAX. REQUIREMENTS. BEAM FLANGE HOLES SHOULD NOT EXCEED 9 VIO FOR t 13116"O FOR LH-SERIES JOISTS i \ .._ HSS COL., SEE PLAN. ROOF BOND lM• v STL. BEAM., SEE .PLAN t SCHED. _ PER SJI LINTEL ONE SIDE 3 ONLY .9 SIM. ,n SEE 14/55 FOR CONNECTION AND BRG. fiE ASSEMBLY GROUT BLK SOLID a LINTEL BRG-, AS PER GEN'L. NOTES . i3 5ECTION r cCt O O O C\2 PROVIDE ra STIFF. fE EA. SIDE OF BM, a (t ROOF DECK, SEE PLAN 5/I 6 x2" KEEPER �'ARS a 4 CONC. BLK. WALL. W/ POUR THRU ,- _ OF COL. FIELD WELD BOND EA. SIDE OF BM., FIELD a BOND BM. � u JBE o BM1/4" FILLET IAA. HSS COL. IN WALL, SEE WELD TO BM. BR:- • fE - DO `� SEE PLAN SIDE PLAN t COL. BCHED. NOT WELD TO BM•l(TYP.) SEE SCHED. FOR w z w 4 3ra"o A325 BOLTS o 0 STL.. BM. t fE, SEE PLAN GROUT SOLID REINF. EXTEND MIN cD STL. JST., SEE PLAN OR LINTEL SCHEDULE ' ° ' 6" INTO JAMBS 3ra" THRU fE EA. SIDE OF COL. BM. BRG. fE 11i2 Ix I (WALL WIDTH -2") x I'-0" LG. STABILIZER iL 'ra"x6"x6" W/ STL. LINTEL t B, STL. LINTEL, SEE SCHED. W/ (2) sra� x 8 HEADED � I I ERECTION HOLE PER OSHA SEE SCHED. I STUDS,. ONE EA. END REQUIREMENTS - DO NOT WELD NOTES FOR REQ'DaNO. OF BOLTS SEE ARGHJ. EQ. EQ. PROVIDE L 24x3/16" AT JOISTS CTRD.'ON COL. I I BOT. CHORD EXT. TO STABILIZER fE STL. BM., SEE,LLINTEL SEE PLAN LINTEL BM. WIDTH, FIELD WELD TO BM. STIFF.. STL. COL. BEYOND W/ SCHEDULE SEE PLAN OR LINTEL fiE t JST. BOT. CHORD AFTER 3r4" CAP }E SCHEDULE FULL ROOF DEAD LOAD NOTE: WHERE JOISTS DO IS IN PLACE N07 LINE UP, EXTEND JOIST ENDS 1" BEYOND BEAM 5 CTfON 1� S CTfON » DETAIL �S S iCTION JST. BRG. AT STL: BM. COL.. I/2 I 0 ONN I/2"=1'-0" COL�dBOND BM. CONK. SIDE APPLICATION OF KEEPER BARS NO SCALE Slj CONC. BLK LINTEL NO SCALE 5''J 55 COLJLINTEL C 5� KEYED NOTES O PACKAGED ROOF TOP DX COOLING r,\IR HANDLING UNIT SEE SCHEDULE ON THIS SHEET FOR ADDITIONAL MODEL INFORMATION. TYPICAL. O 3KW ELECTRIC HEAT, SEE SCHEDULE ON THIS SHEET FOR MODEL INFORMATION. ( GAS PIPING ON THE ROOF. O GAS METERS WITH PRESSURE REGULATORS AND SHUT-OFF VALVES FURNISHED AND INSTALLED BY GAS COMPANY. PROVIDE ONE METER FOR EACH SPACE. OS CEILING MOUNTED EXHAUST FAN SE. SCHEDULE ON THIS SHEET FOR MODEL AND CAPACITY. TYPICAL. O GOOSE NECK THRU ROOF SEE PLAN FOR SIZE. O ALL BATH ROOM WALLS TO BE FULL. HEIGHT TO DECK. TYPICAL. GENERAL NOTES A COORDINATE ALL WORK WITH ALL OTHER BUILDING TRADES. .I AIR HANDLING UNIT SCF11EDULE mooFToP w HEATI wa-Ecmc coomw UNIT NO. MANUFACTURE MODEL NO. CFM SUPPLY CFM O.A. GAS M8H IN/OUT COOL TONS ESP " W.C. ELECTRICAL NOTES - H.P. VOLT/P MCA RTU-1 BRYANT 580FPV048 1600 400 115/92 4 0.8 1 208/3 24.2 1 ....... RTU-2 .............. BRYANT ................ .... 580FPV072 ;: ......... 2400 ......... 600 ......... 150/120 ....... 6 ....... 0.8 .I..... 2 ....... 208/3 ....... 32.4 ......... 1 RTlJ-3 BRYANT 5$OFPV048. ... . .1600 .. ... �400 -115/92 4 .. 0.8 ' ' ...1 ' ' ' ' 208/3 -24.2 . ....1... . -RT0-4 BRYANT ...... . 58OFPV048 ... ...1660 ' 400 115/92 4 0.8 ' ' t ' ' ' - 208/5 _ _ 24.2. .....1... . ktu. 5 BRYANT ...... . 580FPV048. .. 1660 "' 400 115/92_ 4 0.8' ' ' A ... ''A- 208/3 24.2. .....1... . NOTES 1. BRYANT OR EQUAL GAS FIRED, DOWN DISCHARGE, ROOF TOP UNIT WITH FACTORY SUPPLIED ROOF CURB. ELECTRIC HEATER SCFIEDULE ITEM DESCRIPTION HP;/KW/ VOLTS/ DISC. CIRC. SERVED WIRE NOTES NO. - AMPS PHASE - PROT. FROM - - EH-1 ELEC. HEATER WALL MT. 36 277/1 1P-20 1P-20 - 2#12 1 NOTES 1. MECHANICAL CONT'R SHALL FURNISH TO THE ELECTRICAL CONT'R A WALL MOUNTED ELECTRICAL FAN -FORCED HEATER WITH A INTEGRAL TAMPERPROOF THERMOSTAT. ELECTRICAL CONT'R SHALL INSTALL AND WIRE. HEATER SHALL BE MANUFACTURED BY BERKO FRC-3027 (MARLEY, MARKEL). FAN SCHEDULE AN 0. ROOM(S) SERVED MODEL NO. MODEL j NO. ACCESSORIES - CFM - ESP " W.C. MOTOR H.P. FAN RPM VOLTS/ PHASE NOTES - E-1 TOILET COOK GC-120 A,B 75 0.20" 28w 1200 120/1 1 E-2 TOILET.......... COOK .......... ! GC-120 .............A,B ............. 75 ...... 0.20,,.... 28w '1200 .... 1.20/1' . ...1. . It TOILET COOK GC-120 A,B . 0.20" 28w 1200 120/1 1 ....................................... E-4 TOILET COOK ............................................................................ GC-120 A,B 75 0.20"....28w 1200 120/1 ...... 1 E-5 TOILET COOK GC- 120 A,B 75 0.20 28w 1200 120/1 1 ACCE660RIES A: 90TY B'A606AET Nlui('`�R�' B. GOOSE NECK THRU ROOF (SEE PLANS FOR QUANTITY) NOTES f. COOKY GY-UN' SER ff EEI A16, Mbl'1WTO EXIT'AUNT F'A ' DIRECT DRIVE O H' SQUIRREL CAGE BLOWER, PLASTIC GRILLE AND ACCESSORIES AS INDICATED. �1'MSOL S SHEET METAL DUCT, WIDTH/DEPTH lam— �SUPPLY DUCT UP [H:F—} SUPPLY DUCT DOWN 2- EXHAUST/RETURN DUCT UP Cam-- EXHAUST/RETURN DUCT DOWN - J19K;a DUCT RISE -+- DUCT DROP —1s1-- QUADRANT DAMPER FIRE DAMPER --� BACK DRAFT DAMPER CAPPED DUCT MOTORIZED DAMPER �-- d L ELBOW KITH TURNING VANES --— EXTRACTOR — - t:X=FLEXIBLE WKCTION 4 e 4 SPUTTER DAMPER 4 4 g9 4 4 PIPING G FIRM GAS TEMPERATURE CONTROL TQ THERMOSTAT 0 13 OD I I � I I i I i I I I I � I I i I �I I I ' i I A 6�7 I 1 E 1 o FLOOR FLAN - 1"*-IEC�44NICAL. - 5UILZ7.)ING; ID 0' a, -05 AUG 2 5 15UILDI Nrz Albertville Crossings 5721 LaCentre Ave NE, Bldg D Shell HVAC ' Wenzel Htg & A/C B23-392 BEET N J, l 0 May 9, 2003 Jon Sutherland Albertville Building Official 5975 Main Ave. N.E. Albertville, Minnesota 55301 Re: Albertville Crossing Building "D" Dear Jon: As per your phone inquiry on 5/8/03 regarding She above project, the following is the response to your questions. 1.) The UBC Code data that was submitted to you for your building review has been revised to the IBC Code and is attached. 2.) Building classification type V-B uanlimited does not require Fire Resistive Wood. 3.) The Mechanical Room walls are callled out to be rated as shown on Ardhitectural sheet A2.1. We havte asked for rated walls at other locations that are not required per th-Le IBC. I hope I have addressed your concerns, and if mot please feel free to contact me. Sincerely, POP S IATES INC. Ja son Senior roject Manager Pope Associates 7�7) 77E A S S O C I A T E S Architects Interior Designers 1255 Energy Park Drive St. Paul, MN 55108-5118 Phone: (651) 642-9200 Fax: (651) 642-1 101 www.popearch.com it D o i A S S O C I A T E S I ARCHITECTS INTERIOR DESIGNERS ,, 1255 ENERGY PARK DRIVE _: TST PaU L, M N 5 5108-18 , I ;.: PH 651 642 9200 1 101 Fax (5) 642 ; •':f s.. T 5 : F rc . ... ..:war .� � :: ' ,.i�?. �.:.._;:. ♦...: �;w::E ;r._ t3Fro}S }i3 v \: a nvil, ?� 1C# :}11l .NO ;. t ..: .. '_t�v ... ., �s:� ?::.' j:>r°,`y\"' °..� .M rat ("`1/; �•S c; "�.:�: � .. .... ... .......... .. .. ... .. .. , zQ t ; }i 4. � � �µ p :.•,'CM++C tan4wawReir :�:1ri.- E 4 h . S -r ih.Aw1 oe- � rr--•e ��i tiY + r �» :¢ r: Z, <9 t• , y JMt- \a ENE �� a\\ivea .. . >: v :., � t : � �... :� H.J. 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R�??G .... ... ,v.\♦ >azo ,:,tei<`::<w'" .... .. ... r. .. .., , :�,,. , ,,...t..,.,van, ♦♦ h<, .... a: ..,.. ,.. � .. , . W». �♦ ::..t� , 'i:'ait:"' .... .. a+++.+ •�v:M+tAd!<SGk,. BUILDING 11D11 .. .. :......I . .. ..... .. ..... .. .... .. ....... ..... ...... ,... , ° ., ...\ aaa;.dttv,vv.,.: KtavD.vo6.CCFt♦nut ;.Y({., \a\sx v: - .. tau....."" K+ 3 dta Z� a:iC•'. A.. : a : ,.a .,♦. "��,��,Yw \'�'t\.�'�` £�>..w......x.,:�c..,..,.., r CONSTRUCTION ISSUE 4/21/03 4r I h • SHEETINDEX 0 00Zo L� o U ZZ\ JQO I—w\ GENERAL 0� �Q� 0N� d0 r7 Nd � U� d- A01 TITLE SHEET O O AO.2 PART. TYPES / CODE DATA / ABBREVIATIONS O BOUNDARY SURVEY sURVEY O 0 6. (a r1T 9 CIVIL Revisions C1 GRADING, DRAINAGE & EROSION CONTROL PLAN o O - C2 SITE UTILPTY PLAN C3 DETAILS O i 1 L01 L nON , LANDSCAPE PROJECT DMCTORY L I1 LANDSCAPE PLAN O o OWNER / DEVELOPER CIVIL t` I ''� 6 • ARCHITECTURAL _ Albertville 200)`3, L.L.C. John Oliver & Associates, Inc. A i All SITE PLAN/ SITE SIGNAGE TRASH ENCLOSURE O �� 620 Babcock Blvd. East Suite C 580 Dodge Avenue 94 NORTH - e Delano, Minnesota 55328 Elk River, Minnesota 55330 AU FLOOR PLAN / ENLARGED PLANS 0 0 / IlVTERIOR ELEVATIONS Contact. Gard Janiseh Contact: Ross Abel �' I hereby certify that this plan,specification,or ary@hjdevelopment.eom eriver@joliverassoc.com 3� A31 EXTERIOR ELEVATIONS 0 O report was prepared by me or under my direct PARTIAL ENLARGED EXTERIOR ELEVATIONS s6per v i s i on and that I am a dull Licensed 763) 972-68912 763) 441-2072 0 �� eD ,�� ;gig-� _; Architect under the laws of the State of Minnesota. A41 ROOF PLAN & ROOF DETAILS 1 (763)972-2541 FAX 763 441-5665 FAX ) Z A51 WALL SECTIONS & DETAILS O o ® a A5.2 WALL SECTIONS & DETAILS o y- -- Jon R. Pope ARCHITECT LANDSCAPE DESIGN ---- A53 WALL SECTIONS & DETAILS O o Date 4/21 /03 L i c . No. H041 Pope Associates Inc. John Oliver & Associates, Incg �th ST NE A61 BUILDING PLAN DETAILS 0 1255 Energy .� ark Drive 580 Dodge Avenue A6.2 BUILDING PLAN DETAILS 0 Saint Paul Minnesota 55108 Elk River, Minnesota 55330 coamission No. 34228-03023 x OPENING & ROOM FINISH SCHEDULES Contact: S. E. Jacobson Contact: Ross Abel W ALBER� A71 FRAME & DOOR TYPES O o Draws by P.R. / S.J. s •acobson@po earch.com eriver®joliverassoc•com g z CROSS NG checked by S.j. J (651 642-920�'0 (763)441-2072 a STRUCTURAL Date 04/21/03 642-110):1 FAX(763)— Sl GENERAL NOTES O OPO (651 441 5665 FAX g S2 FOUNDATION PLAN O 0 0 STRUCTURAL. DE SIGN S3 ROOF FRAMING PLAN 0 O o SHEETT S4 DETAILS 0 0 0 ELM Clark Engineering Corporation 0 m M 621 Lilac Drive North • � N Minneapolis, Minnesota 55422 N P � � _. Contact: Core Casperson co N N / ccas erson@clllark—eng.com (763 545-91 9 6 (763) 541-0056 FAX - - -- - - - - SYMBOLS PARTITION TYPES GRIDS X DETAIL AX.X X WALL & BLDG. AXX SECTIONS, ELEVATIONS x REVISIONS O OPENING NUMBER Fx-X--X-1 ROOM NUMBER ELEVATION LAYOUT POINT OFRAME TYPE WALL TYPE x a MATCH LINE ODOOR SWING & NUMBER EXISTING DOOR TO REMAIN HINGE SIDE �) AT CENTER LINE, CENTER CHANNEL NUMBER (POUNDS) PLATE PLUS OR MINUS ROUND DIAMETER SQUARE, SQUARE FOOT Z ANGLE INDICATION OF MATERIALS CONCRETE G INSULATED PRECAST CONCRETE PANEL (PLAN VIEW) PRECAST CONCRETE PANEL (SECTION VIEW) / BRICK / CONCRETE BLOCK F/// 0//l/I STONE STRUCTURAL STEEL ALUMINUM GYPSUM BOARD INS3.ULATION—BATT/ SOUND ATTENUATING UHHHMU INSULATION —RIGID INS.ULATION— SEh^MI—RIGID WONOD BLOCKING WOXOD (FINISH) i PLIY.WOOD CO`FARSE GRAVEL � � II _� Ili_ lI Illillll i�IIIIII GR'FADE SA WD/ARCHITECTURAL PRECAST ABBREVIATIONS 2 1/4" ACTUAL J2 1/8" ACTUAL 2" NOMINAL 3" NOt1INAL 1 5//C811 5/8" 5/8" 5/8 }''I 5Y!8" GYPSUM BOARD 1 5/8" METAL STUDS I1€5/8" METAL STUDS 5/8 GYPSUM BOARD 5118" GYPSUM BOARD P1A P1B P1BX OME HOUR WALL IT9M 16.1.1, UBC TABLE 1-5 4 1/4" 1 ACTUAL 4 1/8" i /ACTUAL 5" PNOMINAL 5/8" 5/8"/8" 57 5/8" GYPSUM BOARD 3 5/8" METAL STUDS 3 5/8" METAL STUDS 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD P3A P3B P3BX OME HOUR WALL IT5M 16.1.1, UBC TABLE 1-5 3I/alli ACTUAL 3" NOMINAL 5/811 1/2 1 /211 1 /2" 1 /2'1 5/8" TYPE "X" GYP. BD. 0) LAYERS 1/2" TYPE "X" GYP. BD. T 2 I/2" METAL C-H STUDS 22 1/2" METAL C-H STUDS I" GYPSUM SHAFTLINER II" GYPSUM SHAFTLINER L r• r• ONE HOUR WALL TW?0 HOUR WALL P10 UL DESIGN U415 P11 UL-IDESIGN U415 SYSTEM A SYSTEM B SEE PLAN 21" MINIMUM AT BACK TO BACK WALL HUNG TOILETS 13 5/8111 13 5/8"1 5/8" I I I 112" WIDE, FL!!_LL WIDTH 5/8" GYP. BD. 5/8" GYPSUM BOARD BRACING /AT 4811 O.C. MAXIMUM VERTICALLY 3 5/5" METAL STUDS (25 GA. STt .EL STUD BRACING OPTIONAL) AIR SPACE 3 5/8" METAL STUDS 5/6" GYPSUM BOARD P2fJ P2aX ONE HOUR WALL UL DESIGN U420 41/8" 1 ACTUAL 4" NOMINAL 5/8" 5/ 5/8" (2) LAYERS 5/8" GYP. BD. 1 5/8" METAL STUDS . (2) LAYERS 5/8" GYP. BD. P1C P1 CX TWO HOUR WALL ITEM 16.12, UBC TABLE 1-5 61/81, ACTUAL 6" NOMINAL 5/8"TTT TT (2) LAYERS 5/8" GYP. BD. 3 5/8" METAL STUDS (2) LAYERS 5/8" GYP. BD. P3C P3CX ED TWO HOUR WALL ITEM 16.12, UBC TABLE 1-5 3 1/2" 1/2 II_ 1 /2' It 1/2 1/2" TYPE "X" GYP. BD. 1_4 2 1/2" METAL C-H STUDS P GYPSUM SHAFTLINER 1/2" TYPE "X" GYP. BD. r•' P12 TWO HOUR WALL UL DESIGN U415 SYSTEM C Z 1/8" ACTUAL 2" NOMINAL 11/2" 5/8" A7 1 1/2" RIGID INSULATION W/ Z FURRING 5/8" GYPSUM BOARD F1 AB ANCHOR FBOLT FD FLOOR DRAIN NIC NOT INI {CONTRACT T TREAD ACC ACOUSTIC CEILING GRID FDN FOUNDATION NO NUMBER T AND G TONGUE AND GROOVE ACP ACOUSTIC, CEILING PANEL FE FIRE EXTINGUISHER NOM NOMINAIL T AND B TOP AND BOTTOM ACT ACOUSTIC CEILING TILE FIN FINISH NOS NOSING TBD TO BE DETERMINED ADJ ADJUSTAMLE FIXT FIXTURE NTS NOT TO SCALE TB TOWEL BAR AFF ABOVE FIPNISH FLOOR FL FLOOR or FLOAT TEL TELEPHONE AGG AGGREGATE FLRG FLOORING TEMP TEMPERED, TEMPORARY ALT ALTERNAMEE FIR FIRE RATED CA OVERALUL TERR TERRAZZO ALUM ALUMINUO FRMG FRAMING OC OD ON CEf�NTER OUTSIDE DIAMETER TFE TOP OF FOOTING ELEVATION AP ACCESS FRANEL FRP FIBERGLASS REINFORCED PANEL OH OVERHE/AD TH TEST HOLE, THICK, THICKNESS APPROX APPROXII��AATE FT FTG FOOT, FEET FOOTING OPNG OPENINLG TKBD TACK BOARD ARCH ARCHITEZT(URAL) OPP OPPOSIIITE TOM TOP OF MASONRY ATTEN ATTENUXITING FURR FURRING OZ OUNCE-- TOS TOP OF STEEL AV AUDIO VISUAL FWC FABRIC WALL COVERING TPH TOILET PAPER HOLDER TS TRANSITION STRIPS BD BOARD PART PARTITII`ON TV TELEVISION GA GAUGE PCT PORCEDAIN TILE TYP TYPICAL BLDG BUILDING, GALV GALVANIZED PERF PERFORR/ATED BLDG BLOCKING GB GRAB BAR PL PLATE BM BENCH M'FARK GC GENERAL@ ONTRACTOR PL GL PLATE CGLASS UH UNIT HEATER BND BOUND GEN GENERAL PLAM PLASTI'G LAMINATE UNFIN UNFINISHED BOT BOTTOM GI GALVANIZED IRON PLAS PLASTER UNO UNLESS NOTED OTHERWISE BR BRICK GL GLASS OR GLAZING PLBG PLUMBIPNG UR URINAL BRG BEARING: GL BLK GLASS BLOCK PLYWD PLYWOOD BRKT BRACKET- GLU—LAM GLUE LAMINATED PNL POL PANEL. (OR PANELLING POLISHED BSMT BASEMENTT GT GROUT PREFIN PREFINI�SHED VAC VACUUM BTWN BETWEENI GYP BD GYPSUM BOARD PROJ PROJE0ITION VB VINYL BASE GWB GYPSUM WALL BOARD PROP PROPERTY VCT VINYL COMPOSITION TILE CAB CABINET D) VENT VENTILATOR CB CATCH B.IXSIN PTD PAPER: ITOWEL DISPENSER VERT VERTICAL CEM CEMENT HC HOSE CABINET PTD/R PAPER'. TTOWEL DISPENSER & RECEPTOR VEST VESTIBULE CFM CUBIC FOOT PER MINUTE HDBD HARDBOARD PVMT PAVEMONT VWC VINYL WALL COVERING CG CORNER CGAURD HDCP HANDICAPPED CIRC CIRCUIT ((@CIRCUMFERENCE) HDW HARDWARE CJ CONTROL_ JOINT HDWD HGT HARDWOOD HEIGHT QT QUARRIY TILE CL CENTER iIINE HM HOLLOW METAL W/0 WITHOUT CL TO CL CENTERLIWE TO CENTERLINE HORIZ HORIZONTAL WC WATER CLOSET CLG CEILING HP HIGH POINT R RISER (DR RADIUS WD WOOD CLOS CLOSET HR HOUR RA RETURM AIR WDW WINDOW CMU CONCRETE MASONRY UNIT HYD HYDRANT RAD RADIATION, RADIATOR WIG WIRE GLASS CO ➢ CTf RB RUBBER BASE WH WATER HEATER COL RCP REINFORCED CONCRETE PIPE WI WROUGHT IRON CONIC COLUMN ID INSIDE DIAMETER RD ROOF DORAIN WP WATERPROOFING CONST CONCRETEE IN INCH REC RECES5[ED WR WATER RESISTANT CONSTRUCTION INSUL INSULATION REF REFRIGERATOR WRD WELDING ROD CONT CONTINU©J.US INT INTERIOR REINF REINFORRCED(ING) WSCT WAINSCOT CONTR CONTRACTOR INV INVERT REQD REQUIRRED WT WEIGHT CORR CORRIDOR RES RESILIEMT WWF WELDED WIRE FABRIC CPT CARPET RH RIGHT fItIAND CPTB CARPET EB'ASE JAN JANITOR RM ROOM CRS COURSE JST JOIST RO ROUGHI (OPENING YD YARD CSK COUNTER, `SINK JT JOINT RUB RUBBER CSWK CASEWOR}f< RUBT RUBBED TREAD CT CERAMIC 1TILE K PL KICK PLATE RV RWL ROOF T RAIN W/JflTATER LEADER CU CUBIC KD KNOCK DOWN CUH CABINET (UNIT HEATER KO KNOCK OUT SA SUPPLY AIR DEPT DEPARTMEENT LAB LABORATORY SCHED SCHEDLULE DET DETAIL LAM LAMINATED SD SOAP DISPENSER DF DRINKING; [FOUNTAIN LAV LAVATORY SECT SECTIOM DIA DIAMETER,, LB POUND SF SQUAR[E FOOT/FEET DIM DIMENSION\ LH LEFT HAND SHLVG SHELVIN4G DISP DISPENSEfR LIN LINEAR, LINEAL SHT SHEET DIST DISTANCE LOC LOCATE SIM SIMILAR DN DOWN LP LOW POINT SLNT SEALANT"IT IDS DOWNSPOMT LT WT LIGHTWEIGHT SND SANITARY NAPKIN DISPENSER DWG DRAWING. SNR SANITARY NAPKIN RECEPTOR SQ SQUAREE SS STAINLf`SS STEEL EA EACH MACH MACHINE SSM SOLID §URFACE MATERIAL EJ EXPANSIGJN' JOINT MAS MASONRY ST STAIN EL VERTICAL_ [ELEVATION MATL MATERIAL STD STANDA" RD ELEC ELECTRIC((FAL) MAX MAXIMUM STL STOR STEEL STORAGE ELEV VERTICAL_ [ELEVATION / ELEVATOR MECH MECHANICAL STRUCT STRUCl1lURAL EM ENTRY MP,�T MED CAB MEDICINE CABINET SUSP SUSPEt%DED ENAM ENAMEL MEMB MEMBRANE SV SHEET %VINYL ENT ENTRANCEMET METAL SW SWITCHI EQ EQUAL MEZZ MEZZANINE SYM SYMMETRY, SYMMETRICAL EQUIP EQUIPMENdTT MFR MANUFACTURER SYS SYSTEMI MH MANHOLE ETC ET CETER'FA MIN MINIMUM EW EACH WA;,Y MIR MIRROR EWC ELECTRIC: HATER COOLER MISC MISCELLANEOUS EXH EXHAUST- MLDG MOULDING EXIST EXISTING MNTG MOUNTING EXP EXPOSED MO MASONRY OPENING EXT EXTERIOR; MULL MULLION 31/8" ACTUAL 3" NtpMINAL 2 1/2 :2 1/2" METAL STUDS 5/8" GYPSUM BOARD P2A ACTUAL 61/2"' NOMINAL 611 5I8" TT 6" METAL STUDS 5/6" GYPSUM BOARD P6A 4 5/8" ACTUAL 41/2" NOMINAL 5/811 411 I+ 5/8" TYPE "X" GYP. BD. 4" METAL C-H 5TUD5 P GYPSUM SHAFTLINER P13 CNE HOUR WALL e11L DESIGN U415 SYSTEM A 2 1%d8" ACTUAL 2" NO]MINAL II/2" 5/611 rAT 1111/2" FURRING CHANNELS GYPSUM BOARD F2 3 3/4 "1 ACTUAL 5/811 I/2" 5/8" 5/8" GYPSUM BOARD 2 1/2" METAL STUDS 5/8" GYPSUM BOARD P26 P28X ONE HOUR WALL ITEM 16.1.1, UBC TABLE 1-5 11/4" ACTUAL 5/511--11 r I5/811 TT 5/8" GYPSUM BOARD 6" METAL STUDS 5/8" GYPSUM BOARD 5"I 1/2?'' 5/81, (2) LAYERS 5/8" GYP. BD. 2 1/2" METAL STUDS .� (2) LAYERS 5/8" GYP. BD. P2C •� P2CX TWO HOUR WALL ITEM 16.1.2, UBC TABLE 1-5 (-%31/4" ACTUAL 5/811 ,all 5/811 5/8" GYPSUM BOARD 8" METAL STUDS 5/8" GYPSUM BOARD P68 P88 '� P6BX ONE HOUR WALL PBBX ONE HOUR WALL ITEM 16.1.1, UBC TABLE 1-5 ITEM 16.1.1, UBC TABLE 1-5 511 51171 /2,1 411 1 M II 4`1 1 1 /2 11 ;a 1/2" TYPE "X" GYP. BD. (2) LAYERS 1/2" TYPE "X" GYP. BD. = 4" METAL C-H STUDS T 4" METAL C-H STUDS 4 SOUND ATTEN. INSULATION SOUND ATTEN. INSULATION V GYPSUM SHAFTLINER 1/2" TYPE "X" GYP. B P GYPSUM SHAFTLINER D. TWO HOUR WALL TWO HOUR WALL P74 UL DESIGN U415 P15 UL DESIGN U415 SYSTEM B SYSTEM C ALL FIRE RATED WALLS ARE TO EXTEND TO DECK ALL OTHER WALLS ARE TO EXTEND TO' 4' ABOVE CEILING U.N.O. "X" INDICATES RATED PARTITION — ALL GYiFPSUM BOARD TO BE TYPE "X". "X" DESIGNATION IS NOT USED ON SHAFT MALLS (P10 SERIES) SINCE SHAFT WALLS ARE ALWAYS RATED AS PART OF THE BASIC TYPE. "S" INDICATES SOUND ATTENUATTING INSUL-/ATION BLANKET IN WALL CAVITY. THICKNESS OF SOUND BLANKET PER SPECIfFICATION. "A" INDICATES GYP. BD. ON ONE FACE OF STUDS ONLY. "B" INDICATES ONE LAYER OF GYP. BD. 0% EACH FACE OF STUDS. "C" INDICATES TWO LAYERS OF GYP. BD. ©)N EACH FACE OF STUDS. NUMBER INDICATES STUD THICKNESS ("1" F(OR 1 5/8" STUDS, "3" FOR 3 5/8" STUDS, ETC.) BLDG. D - RETAIL CENTER CODE DATA B-3 BUSINESS DISTRICT OCCUPANCY CLASSMATKM (UBC 1997 TA E31LE 3 A ) RETAIL CROUP M STORAGE CROUP S-1 MECH. RMS. TOILETS, ECT. ACCESSORY USE OCCUPANCY SEPARATIONS RE(P (TABLE 3 B) ICJ O N E TYPE OF 7FYPE V—N, FFULLY SPRINKLERED ALLOWABLE AREA BASIC ALLOWABLE AREA 0,000 S.F. SEPARATION 4 SIDES (100% MAX.) 8,000 S.F. ADJUSTED BASIC ALLOWABLE V6,000 S.F. INCREASE FOR FIRE SPRINKLERS (300%) 11(6,000 x 3 MAXIMUM ALLOWABLE AREA 448,000 S.F. PROPOSED AREAL RETAIL 6),1`849 S.F. STORAGE 25% OF SPACE Z422 S.F. ACCESSORY USE (TOILET RMS. & MECH.) 420 S.F. TOTAL PROPOSED FIRST FLOOR AREA 9R).691 S.F. ALLOWABLE FB01T T STORY, 55 FEET PROPOSIM MGM 11 STORY, 32'-0" EXIT REQUE EMIENTB (UBC 1997 TABLE 10 A ) RETAIL 6,849.6 S.F. @ 30 S.F. / OCC. 228.3 OCC. STORAGE 2,422S.F. @ 500 S.F. / OCC. 4.8 0CC. TOTAL OCC. LOAD 233.1 OCC. NUMBER OF EXITS REQUIRED 2 REQUIRED NUMBER OF EXITS PROVIDED 9 PROVIDED EXIT WDTH F EOIIIIISM / PROVDED EXIT WIDTH REQ'D 228.2 OCC. @ 0.2" / OCC.. 45.7" REQUIRED EXIT WIDTH PROVIDED 9 @ 33.63 302.67" PROVIDED PUUIMM FWrUM WX43SOITS (UBC 1997 APPENDIX CHAPTER 29)) FLOOR AREA: 5�,,691.6 S.F. RETAIL 6,849 S.F. @ 200 S.F. / OCC. 34.2 OCC. STORAGE 2,422 S.F. @ 5,000 S.F. / OCC. 1 OCC. TOTAL REQUIRED PL343M FDGUM RE<3M3lTS FRONDED 35 OCC. PROVIDED REQUIRED WATER CLOSETS 1 5 LAVATORIES 1 5 ITCO sc_,�a ASS 0 C I A T E S ARCH ITECTS INTERIOR DESIGNERS 1255 ENERGY PARK DRIVE ST.PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 H.J. DEVELOPMENT AI.BEIltTS'III,L1E CROSSING ALBERTVILLE, MN BNIH,IDING n�n CONSTRUCTION ISSUE BUILDING "D" PART. TYPES CODE DATA ABBREVIATIONS Revisions hereby certify that this plan,specification,o[ report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Jon R. Pope Date 4/21/03 Lic. No. 13041 Corm i ss i on No. 34228-03023 Drawn by P.R. / S.J. Checked by S.J. 14- Date 04/21/03 0 0 9 S= 0 N O M 0 0 00 N N • 2 i Ip IN ah Mj O i rA r\ 1 / I r- l A ! r\ I e% r- e K I I-- 1 / % / F- 1 d1 I L_ V Y I L_ / \/ L_ 0 I 1 I 1 I 1 I I I II I 1 I I 1 I I I I I I 11-1 I o RE=95a33 1E=945�93 (- 0 6-77H �S'7R.�'�'7 N. E. MH S D D a D —�--,^ MH _ - o0 RE=956.97 0 I 1E=946.57 - e -- EJC � pD Q 6. 1 RE 955.67 DD X N88046'29"E 8 IE 952.67 RE 956.70 lE 95247 G-----�� .- N•4 n C.B. � G G _Q Ex CB J Z Z 124 TEL PED Fo Fo O TEL PED N 01 ° 13' 3 111 W I E 956.11 vo FO FO I /E 95�76 .69 _ g — — — — — — — — — — — — — — — — — — _ E E — — — � ; O- - _ g - - -- - - - - - - - 110 HYD I I �, 10 `tea-Signage Easement per % � I - rn fIf Document No. 789449 II i _ _ 80 � 24 R.C.P. j -� �� SIGN E=957.64 Z O I n 6' 1E=947.55 SIG I I - SIGN Q 1 ,.,-----Drainage and Utility Easement I I I �i � 1 per plat of ALBERTVILLE - V I I CROSSING SECOND ADDITION ''^-- O • = I PROJECT SITE i� CV 11 4 BUILDING D �-•�� I p o I 35 --►I o c ' I! �I :? o Do MH I O I _ y r / / 0 O D tiI I 1.65 Acres // v 6-9945a02 / II o I 1 L I (71,874 sq.ft.) I� oyM L .L J I ° I NO BUILDINGS / oo�/ ; 8 Ex c8 O I I .Q. — i----------------)T -- 7 RE9.%85 / _ J I _ SIGN / lE 955�a5 / --J I I �� I / OO II I ---_-_-- Ingress, Egress, and --- 1 MO / ` 1 Parking Easement O' c / / o II Ex ce ANC ( i f! I I l/ �/ �/ 1A9s5.ii — PP I ; / N 9055'52"W I 193.80 -- -- (0 II L L - I - -- -- -- -- -- -- -- �C, SIGN TEL PED D c.6. II 1 1 I v 'Q 0 �. L 1 J I - cT1 -- -- -- -- -- -- -- -- „- 1� �, o� 1 — — I N] SIGN 40 � PED II • L l _ _J 1 - L 1 J -! �O d- MH RE-96177 ' Ll.J 1 _ J 1 � 1 V � IE--94a47 II 00 I \ co __j O I � - Z m I 1 �- HYD C1.' � . � � I I --- I g 80 0 - I to N� r Ll_ I _ M.Fj I I GN 1 I L1._ I 1 , �q _S IN--- �. c.M.i. I ! 1 1 o W I L1J I � I i i1 .. O 1 I I 4°. � N89 55 52 W _` I 1.79 Acres00 I �, 6.56 I �v� I I . N I I `. 10 I (77,820 sq.ft.) L 1 J ( I Mc.s. d— % Ir / — I DD C B. I I 1 I RE-961.4! I1 61.52 L 1 J ! 10 NO BUILDINGS - _ J I /E_95a5s MH / - r` I _ �PP i L=r S ` sli I I I ri I I W-94927 M I I L J. COP 0 L s o _ I 35 ♦_/ t- /_` i - I Z • %'' W i I SIGN 00 _ O I I o I I I I o I I 1 1 SIGN I Om IC. Z o0 I p I c 1 _ N89055'52"W I 188.06 _ �I v RE-959.93 v PP I ll /E-955.13 HYD RE-959.61 DD 1£ 954.e6 0 I lI C.B. o C.B. pp o AA IGN I (( T" SUBJECT PROPERTY Lots I and 2, Block I, ALBERTVILLE CROSSING SECOND ADDITION Wrirght County, Minnesota. Abstract. Reference Title Commitment No. 20423A, dated October 10, 2002, tky Chicago Title Insurance Company, and Title Commitment No. 20621, dated November 21, 2002, 2, by Commercial Title Insurance Company, furnished us for the subject property. The following comments on easements, etc. in Schedule B, thereof use the same numbering system as in staid Schedule B. 12.) Subject to Drainage and Utility easements as contained in the Flat of ALBERTVILLE CROSSING. 16.) Terms and conditions of and easements contained in Declarat con Concerning Easements, Covenants and Restrictions, dated April 30, 2002, filed May 3, 2002;, as Document No. 789449, between KTJ Limited Partnership Seventy -Four and Cascade II Land (Co., LLC. Easement is for signage purposes, and is shown over the North 20 feet of the West 40 feet of Lot I, Block I, ALBERTVILLE CROSSING SECOND ADDITION. NOTE: A proposed ingress, egress, and parking easement is shown over th.r,- South 70 feet of Lot I, Block I, ALBERTVILLE CROSSING SECOND ADDITION, said easement is; to be recorded at the time of closing. NOTES RE ITEMS IN "TABLE A" of Minimum Standard Detail Requirerrients for ALTA/ACSM Land Title Surveys (AS NEEDED). 3.) -The City of Albertville does not participate in the Federal Flood] Insurance Program. 4.) The total acreage of the subject property is 5.89 Acres or 251S,569 sq. ft. -Lot 1, Block I, of the subject property contains 1.65 Acres orr 70,131 .sq. ft. -Lot 2, Block I, of the subject property contains 1.79 Acres or 77,972 sq. ft. 6.) The property is zoned B-2, Limited Business District, and. B-3,, Highway Commercial District. Building setbacks are: Front yards: Not less than 35 feet Side yards: Not less than 10 feet on any one side, not (less than 20 feet on the side abutting a major street. Rear yards: 20 feet Parking setback are: 5 feet from all lot lines. Contact the City of Albertville at (763)-497-3384, for further inforimation about zoning and setback information. 7.) The property has no buildings. 8.) The property has no parking areas. I1.) Utilities are per a combination of the following: a.) As located for us by Gopher State One -Call, Ticket No. S73986, dated 10/04/01 some utilities may not have responded. b.) Visual inspection Location of underground utilities/structures may vary from locations; shown hereon. Additional buried utilities/structures may be encountered. No excavations werre made during the process of this survey to locate buried utilities/structures. Before excavations; (begin Gopher State One -Call should be contacted for verification of utility type and field location!.. 14.) . There has been observable evidence of earth moving work, buii}ding construction or building additions within the recent months. There are large dirt piles on Une subject property. 15.) There have been no changes in street right-of-way width in ritcent months, La Centre Frontage Avenue has been constructed within recent months and is, shown. 16.) There is no observable evidence of site use as a solid waste dump, sump or sanitary landfill. Subsurface conditions were not explored. To Albertville 2003, LLC, Cascade II Land Company, LLC, the State [Bank of Loretto, Commercial Partners Title, LLC, and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it; Is based were made in accordance with "Minimum Standard Detail Requirements for ALTA//ACSM Land Title Surveys," jointly established and adopted by the ALTA, ACSM, and the NSPS in 1999, and includes items I, 2, 3, 4, 6, 7(o), 7(b)(1), 8, 9, 10, and II of Table; .A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ASCM and in effect on the date of this certification. undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements; for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys."' JOHN OLIVER & ASSOCIATES Rick M. Blom, Land Surveyor Minnesota Registration No. 21729 November 22, 2002 LEGEND HYD -b- DENOTES EXISTING WATER H/HYDRANT d9GN DENOTES EXISTING TRAFFIC :SIGN ,e(PP DENOTES EXISTING POWER POLE ANc(-- DENOTES EXISTING GUY WIRE mc.B. DENOTES EXISTING CATCH BASIN (S)MH DENOTES EXISTING SANITARY SEWER MANHOLE QQ STMH DENOTES EXISTING STORM SEEWER MANHOLE eTEL PED DENOTES EXISTING TELEPHOPNE PEDESTAL pa DENOTES EXISTING WATER VALVE >--------- < DENOTES EXISTING CULVERT x DENOTES EXISTING BARB WIDE FENCE DD DD DENOTES EXISTING STORM SEWER D D DENOTES EXISTING SANITARY SEWER Fo DENOTES EXISTING FIBER OP-ITIC LINE oHE DENOTES EXISTING OVERHEAD ELECTRIC LINE c DENOTES EXISTING UNDERGR,,OUND GAS MAIN . I DENOTES EXISTING ' WA TERMAIIN — — DENOTES EXISTING BUILDING' •SETBACK LINE -- -- -- DENOTES EXISTING PARKING.' CLOT SETBACK LINE o Denotes 1/2 Inch x 14 Inch Iron Pipe Set With A Plastic Cap Marked R.L.S. Number 21729 e Denotes Iron Monument Found De Denotes County section monument found. 0 40 80 120 SCALE IN FEET [Drainage and Utility Easements shall. [be shown as thus: o ----------- ------�-- Being 10 feet in width and adjoining right-of-way lines, unless otherwise indicated, as shown on the plat. v r1 n r1 I \ I Ir- \ A / r1 I A p v I G o I 1 I i I I I I I 4I v p n All,STREET MH .............. p I - S p o p f-s DD DD �_ to 4 4 y q y' �. G y y IGN y L PID Iz HOCK CONSTRUCTION ENTRANCE NO SCALE HARD SURFACE (PUBLIC ROAD) 11 '1� I" TO 2" WASHED ROCK MN/DOT TYPE GEOTEXTILE SEPARATOR EROSION CONTROL SILT FENCE AND CATCH BASIN PROTECTION DETAIL ((E-02) NO SCALE 2"&'x4" WOOD STAKES ® 4' O.C. — PROPEX "SILT STOP" FABRIC. 10' (MIN) _ 1 4 .olBACKFILL BURY BOTTOM EXISTING GROUND ' i 6" OF FABRIC PROPOSED EMBANKMENT (TO BE PLACED AS DIRECTED BY THE ENGINEER) STORM SEWER INLET STRUCTURE 4CHOR WITH 2 STAKES :R BALE DRIVEN INTO iE GROUND. — `' NAY OR STRAW BALES TIEMPORARY BARRIER OF BALES TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. SITE P1► AN BY POPE ASSOCIATES. CONSTRUCTION STAKING OF BUILDING AND CURB SHALL BE PER PLAN BY POPE ASSOCIATES. CONSTFRUCTION STAKING OF SEWER, WATER, & STORM AND SITE GRADING SHALL, [BE PER PLAN BY ENGINEER. EXISTINIG UNDERGROUND PIPING IS BASED ON INFORMATION FROM OTHERS CONTRAACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SERVICES AND REPORT DISCREPANCIES TO THE OWNER AND ENGINEER PRIOR ITO CONSTRUCTION MOTES I.> ALL PROJECT SITE ENTRANCES TO RECEIVE ROCK CONSTRUCTION ENTRANCE (REFER TO DETAIL SHEET FOR CONSTRUCTION. 21. ALL DRAINAGE INLET STRUCTURES TO RECEIVE INLET PROTECTION MEASURES DURING CONSTRUCTION. 1. CONTRACTOR SHALL CONTACT GOPHER STATE ONE —CALL, (651) 4574-0002 (TWIN CITIES METRO) OR (800) 252-1166 (OUTSTATE), FCJR UTILITY LOCATIONS PRIOR TO EXCAVATION. LEGEND EXISTING CONTOURS 1070 —898— PROPOSED CONTOURS x 900.00 EXISTING SPOT ELEVATIONS x 75.5 PROPOSED SPOT ELEVATIONS SILT FENCE • • — • • GRADING LIMITS RETAINING WALL 4.2% _ DRAINAGE SLOPE ►�/�- DRAINAGE DIRECTION « « PROPOSED STORM SEWER ROCK CONSTRUCTION ENTRANCE VICINITY MAP e spa sti WE 2 41 N�� SITE— i 59MStNE CITY OF ALBER TVILLE 11 12 .7 SECTION I, TOWNSHIP 120, RANGE 24 0 . 20 40 60 SCALE IN FEET P5 C, "'T 17 F71541 11-m— 4:117)0 C1911 I_ --- - __ - to \��-=--------- '�I,�\ `-(v� �.,j.i�1 .=��.-Its c..I=1 �.�'�-�� XIF A I VI/ "LIN 5<:A LE C2 cf- ,Dq V- '10 cJW,( (� � r v St, I DO'- RECEIVED AUG 1. 2 2003 (0* "n co jco4l 34— U to w 41 ca to N --- --1 -1