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HomeMy WebLinkAboutLAKEFRONT PAVILION PLANS tiT - _ FREDE ICK BENTZ r HL.O THat► SON 1 ROBERT RJErow INC. 2600 F�-IAY'�01NER • I�AgVN FaOL1S.MINNE OTA • -X402 "TEL:(610332-1234 �=yrFi�►�:(61.?��32-1813 www.b#r�; F", Axa• A � ' I ' _ ` �� .� r�'�=';°� ��t �s a..,�r•_•c'"�•'.' xiA;; . 4 mtd : Y_ LAKEFRONT PARK - _ PAVILI-ON 1,. x. 5. 6 }F ' 1 ` Y 3 5 " 2 \ � ' 7 T �t. PRIOR LAKE '06 18 t, L2A \ t 10 32 0 �26,28(60/2) 21 6 2 12 026 0;? 10 3 8 3`3,35 - :W 2 96 # 0 FL0 L G_- R PLANT LIGHTINC L2A C� 2— 27 .t i` 6 23,25 50�Ll 35 37(! 0/2 a / _ 21' 30,32(60/2) } ;� r ...� POWER_ AND SIGNAL - �, _ 9 } ; CO 2 € _} 2 24 L1 / i 20 22 , F _ _ } 9,41(50/29 6 j i 0 0 6 r+ 6, 012 UTILITY _ I� O `0 T 12 10 TRANSFORMER , 24 26 26 3 ,18" —29,31 -� 12 . 12,14(50/2) '� WMIM)18 PANEL } - 48 # - - M - L2A & 6 -21,2361 PANEL '. WP WP QST. WP�WP L1 UTILITY 12 AB AB AB AB ;CABINET { Sc M ETER j2 UG iUG wl 7 r l dna l �f POWER & SIGNAL PLAN t SCALE: 1/8" = 1'-0" r i rj 1 VES°. A � _ 9,• 4,,r•. 0 G �-E t0. 31 ,�''Gsr ' d C d C =4_: C c C c I� f ; C 40 38 c 238 38 . 40 A 14 0 ' 16, 42 42 42 0 h \ 9 I `t Imo' € b lQel . ............ 40. 36 730771,; 42 42 42 ;r`�4 h '� I .. k 3 a f,. I A' —(I w. 14 DIVISION 16 KEYED NOTES: ' 16 , 0 - _. .A.......... ARCHITECT. }....... . _ . __. .. .... ......m ....,......... .... h 1 PROVIDE 240V, 1 fib, 20 AMP CONNECTIONS TO HAND DRYERS SPECIFIED BY C C Cate--E C C t EE VERIFY EXACT REQUIREMENTS AND LOCATIONS WITH GENERAL CONTRACTOR. G 34 a 34 a 34 22s b 36 b � � G 4 31 33 2' ROUTE CONCEALED 3/4" EMPTY CONDUIT TO MECHANICAL/STORAGE ROOM. A i }.------- wWww f - 30 PROVIDE PHOTOCELL AND PROVIDE CONNECTION TO TYPE 'A' FIXTURES IN VESTIBULE _ {f9 '� f �" WITH OVERRIDE ON/OFF !N MECHANICAL ROOM_ COORDINATE EXACT LOCATION OF ,+ 11 G G - "� G G - � PHOTOCELL WITH ARCHITECT. 33 33 - I „- 31 31 , 9 PROVIDE JUNCTION BOX AND 3/4 EMPTY CONDUIT FOR TELEPHONE SERVICE. _ PROVIDE JUNCTION BOX AN D UR 10 __�,. _ _ _____ ________ _ ___ _•_�_ ___ _ _ � __.____ _ ____ _ ______ _ _ _ ___ _ 33 � __ _ . - _ _ ..•� _ _ _ 5 P D 3/4 EMPTY CONDUIT FOR FUTURE TELEVISION Ile 60 PROVIDE A 240V, 1�, 30 AMP CONNECTION TO BERKO #FRC—*4824A (4800u"' •� t .j ,, RECESSED FAN FORCED HEATER, PROVIDED BY DIVISION 16. COORDINATE r LOCATION V'JiTH ARCHITECT_ F+ .� PROVIDE 120V, 10 CONNECTION TO ELECTRONIC IGNIT�R" FOR:.GA` ( _ 0 �`,l SWITCH IN MECHANICAL ROOM FOR CONTROL. C�JORDINATE EX l ...,,«.e`i. Y ,..,..y...,,.,,,,,,. .,,t\ri?•a,.... ...- .», ,.„,,,,,,. .,+. ,.,.. GENERAL CONTRACTOR"AND`�DIVISION � 15. r= SWITCHES FOR FIREPLACE CONTROL, ENGRAVE-,!!r f 90 .PROVIDE 240V, 10, 50 AMP CONNECTIa TO 9.5KW INSTANTANEOUS WATER HEATS t PROVIDED' BY, DIVISION 15.6 CQQRDINATE EXACT REQUIREMENTS WITH DIVISION 15. ' 10 PROVIDE CEILING FAN--'HUNTER #25866" WITH 45 DEGREE SLOPED CEILING MOUN 11 LIGHT!'�G- CONTROL, SWITCHES: o,b,c,d,e,f,g,h,i. {` 12 PROVIDE 4—SPEED' CEILING FAN CONTROL "HUNTER #27181", ENGRAVE "CEILI"' r LIGHTING PLAN SCALE: 1/8 — 1'-0" DIVISION 16 CONSTRUCTION NOTES: A. PROVIDE MC CABLE WITH GROUND WIRE IN CONCEALED CEILING AND WALL CAVIT CONNECT DEVICES SHOWN. B. MOTION SENSORS SHOWN SHALL CONTROL LIGHTING IN THE RESPECTIVE AREA_ SEN: SHALL BE OVERRIDDEN BY SWITCH IN MECHANICAL ROOM. 1. C. PROVIDE GROUND WIRES FOR ALL BRANCH CIRCUIT WIRING. / D. UNLESS OTHERWISE INDICATED, ALL CIRCUITS SHOWN ORIGINATE FROM PANEL L-1. E. DIVISION 16 SHALL COORDINATE EXACT LIGHT FIXTURE LOCATIONS WITH ARCHITECT qq PRIOR TO ROUGH—IN. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATIONS, r _ AND MOUNTING HEIGHTS. FREDERICK BEN'TZ/MiL O THOMPSON ! ROBERT RiETOW INC. . 2600 FOSHAY TOWER • MNNEAFOLIS, MINNESOTA • 56402 s _ _ TEL(612)332=1234 FAX(612)332-1813 www.bb4mchftecte.com Im ` Q 'x 1 ZZ ` r y" lut -Y i y CIT _ - - FROG FINI &H . &CHErDULE ROOf'1N0 - - - =FLOOR - BA - - - - - -- - - WINDOW &CHEIDULE - -- _-LAKEFRONT — PARK - SE WAINSCOT NORT'HWALL SOUTHWALL EASTWALL WESTWALL CEILING HEIGHT REMARKS WINDOW SIZE GLAZING !-I ---- --- - i@l MULTI-PURPOSE SEALED Ct�:C. ' WD,STN T-111 T-111,STN/GYR SD.,PNT. T-111,STN/GYP.BD.,PNT. T-111,STN/GYP.BD.,PN1T. T-111,STN/GYP.BD�NT. GYP BD,PNT VARIES CARPET BY OILIER' EAD '�' SILL NOTES `< MARK MAT L W X N DETAIL DETAIL DETAIL i02 VESTIBULE SEALED C: NG y° IUD;STN _', - T-III,STN _.' -: ,` T-111,STN- t-Ill,STN t-111,=STN. - GYP 13D,PNT 9'-1tl - f 103 YEST15ULE SEALED CONC. WD,`STN - T-111,STN, T-1ff,STN T-111,STN - T-111,STN GYP BD,F'NT 9'-1' WI CLAD WOOD ' 2,-&v X 5'-0" TEMP/INSUL TEMPERED GLASS ON INTERIOR t EXTERIOR PANES 104 CONCESSIONS CERAMIC TILE CERAMIC TILE CERAMIC TILE- GY'.BD.,F'NT GYP.BD,PNT GYP.BD,PNT' - GYP.BD,PNT GYP BD,fNT 9'-10 WAINSCOT TO 5'-ID" W2 CLAD WOOD ' 21.60 X I'-8" INSUL_ 105 MECHJSTORAGE SEALED CONC. WD,STN - GYP 13D,PNT GYP BD,PN'T GYP f3D,f'NT � j MEN GYP SD,PNT .GYP BD,PNT i 9'-I' . i06 GER4h11G TILE CERAMIC TILE CERAMIC TILE GYP BD,PNT GYP BD,PNT GYP BD T 7 7CL�P7 1`TU2"5 m",.� �-' k` ?EMP/_lNsl�ll a .: - °; ` TEMPERED GI:ASS ON`INT I I 5 107 ) GYP BD,PNT GYP BD,FNt 9'-1 WAINSCOT TO 5-@ _{, �°"x` = = :-uu _A ER OR EX'I'ER OR PANE , PAVILION N CERAMIC TILE CERAMIC TILE CERAMIC TILE GYP BD PNT GYP BD PNT Y - - - - P B ,PN GYP BD,PNT GYP BD,PNT 9-i WAINSCOT TO 5-@ r, 111QODu.w" I'-11112"X-5`-fit'! . 'TEMP ;; a : ' W4 CLAD WOOD _ 1'-111/2,X 1'-8" INSUL x W4A WOOD - 1'-11 1/2"X 1'-8" TEMP. Uri CLAD WOOD 3'-0"X 1'-8" INSUL W5A WOOD 3'-0"X I'-8" TEMP. 1, u LAKE M N W58 WOOD 31-01,X 11-811 TEMP. FROSTED GLASS DOOR 5CHEDULE r NUMBER WIDTH HEIGHT tl_IICK TYPE', MATL GLASS LOUVER FINISH F-TYPE F-MATL F-FINISH HEAD JAMB SILL LABEL ADW REMARKS - f@2 3'-0" 61-10.3/411 13/�I" WOOD TEMPANSUL - CLAD - WD CLAD 2/A13.i 3/AW 4/A9.1 - I - vnOOR PIAN _ 102,4 3 ° 6' '-@ -i0 3/4" 1314" A � WOOD I/4"TEMP - PNT - WD PNT 1/A9.1 SiM 3/A9.151M 4/A9.1 SIM - - - � � ` ` 103 3'-0" 6'-10 3/4" 13/4" A WOOD TEMPINSUL - CLAD - WD CLAD 2/A9.1 3/ABl 4/A9.1 - I - / \ U14 W4A W5A 103A 3'-0" 6'•10 3/4" 13/4" A WOOD 114"TEMP - PNT - WD ,. PNT 21A9.1 SIM 3/A31 Slut 4/A9.t SIM C)FRAWING ISCHEDULES/DOOR, FRAME 104 3'-0" b'-10 3/4" 1314"- 13 WOOD_ - - PNT - Il>AR' PNT 8/A9.1 SIM 8/A9.1 • - - -4 - SEE WINDOW 104A 21-101/2" 41-.03/411 - C ALU,Mt - - - - ALUM. - 8/A4.11 9/A9.1 -- - :F 1048 (9'-0" 41-0.3/411 - C ALUM. - - - - SCHEDULE FORAND ALUM. - - - - - - - GLAZING TYPES AIRCHITECTM4L. 1UNDOW TWES 105 3'-0" 6'-10 3/4" 13/4" 8 WWI) - - PNT - WD PNT 6/A9.1 SIM 8/AS.1 - - 4W1 W3 W3A w 106 3'-0" V-10 3/4" 13/4" 8 HM - - PNT I HM PNT 5/A9.1 SIM 5/ASJ l/A9.1 - 3 - A2.1 FLOOR PLAN,ROOF PLAN,SCHEDULES �r 1�,4 D-so6;-lra 9!411 19I�F[' $ IIJCh7D - - - I"'Nt - tUD T`Ntt a1,49.I 91M a�A�I - - +„� - 1131 8t1iLDf1��ELEVdTId�l,�GTIOhiS - - ,44.1 PLAN DETAILS,INTERIOR ELEVATIONS I ' t@l 31-011 b•�10 3/4 13/4 B 4�1M - - _PNT I NM PNt 51A9.i 51M 5/A9.1 x/,49.1 - 3 _ 107A 3'-0" 6'-10 3/4" 13/4" B WOOD - - PNT - WD PNT $/A9.1 SIM 8/A9.1 - - 5 _ A6.1 WALL SECTIONS,DETAILS I REFLECTED CEILING PLA1`4,DETAILS ILL • I I SI FOOTING AND FOI,NDA?ION PIAN 82 ROOF FRAMING PLAN r 63 PORCH ROOF FRAMING PLAN 64 SECTIONS,DETAILS,STRUCTURAL NOTES 85 SECTIONS,DETAILS - i i J MI PLUMBING PLAN cis M2 HVAC FLAN COPY WOOD MUNTINSFLUSH DC)O ' - MEI MECHANICAL AND ELECTRICAL SCHEDULES R METAL SLATS ! ELECTRICAL 1 SCHEDULED GLAZING , - DIMENSIONS APPLY El ELECTRICAL SCHEDULES,DETAILS TO 141 DOORS ONLY E2 LIGHTING AND POWER PLAN -- - CITY OF PR@O� LANCE s' BUILDING N REVIEW 4 -v bl i iNSPECTOR ` c • i � DATES PERMIT N0. '2 ❑ACCE ED ASS BMiTTED ! x ACCEPTED WITH CORRECTIONS AS DOTED 0 NOT ACC 7-D-CORRECT& RESUBMIT r APPROVED These commer ,re foryour information.All work shall be done - PLANNING DEPT In full compliance with all applicable building &zoning code re- quirements including items not specifically''noted in this revicw. y KEEP THiS PLAN SET ON SITE AT ALL TIDIES. 1 Signe Da�9..... �1 Vt Ew 0 - I � , G)(2) WZ ( WI E19 E2D, WI 11E jwoo 12 DIA.TURBINE VENTILA R MEN ' C CHIMNEY CAP - PNT \ - 104 �� � W513 sr` &(U F.E.F RIDGE VENT i CONCI.� 5IDN5 1f�400 � - 104FILE HE TH 6 (L 3 MULTI kfD05E 1 µ — — — — za I SKYLIGHTS I I - i 1A5 FIRE ACE J .1 f . 4 MECHJSTORAGE �. 5 �, tID,_$,� 5'-5 " N --- ---- -- + gA3.1 ` e DENS fw 105 51M. 12"AIA.TURBINE VENTILATOR / I - ���• Q L RETURN AIR G 4' - i 1'-3` N� r W513 l f) sj ` 111 -- - - _ __ ___ ___ ____�_ _ _ -_ __.-_. 2 a WOMEN e - - - - VENT � _� _! \ 1 HEREBY CERTIFY THAT THIS PLAN, REPORT, 4vi �Ir 614dco. ,{�Iel ! OR SPECIFICATION WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THikT r GX) Wi vE T, I AM DULY A REGISTERED ARCHITECT OR ('�; ,x / ENG;IIEER UNDER THE LAWS OF THE STA"j"E r JL 3 � 1 3 i.� � �� 1IiN►dESvT� ATE. 3/22/99 \ I A2.1 e(2) � (2) W2 W2 t NSE FACE OF BUILDING WALL BELOW Aaxtx R (2) (2) _:�44AqWN - - ' t ( / EG. NO. INTERIOR PARTITIONS SHALL BE 2X4 WOOD � STUDS AT 24" oz.WITH FINISH AS NOTED ON A3.1 THE FINISH SCHEDULE AND INTERIOR REG. NO. t` ELEVATIONS.PROVIDE 2X6 STUDS WHERE INDICATED1130 - \ / REG. N0. " _ , 9S•I� COMM. NO. I SEDGE OF ROOF 12 EDGE OF LONG.SLAB - 3/22/99 DATE - Raz DRAWN ` RCC CHECKED 4 REVISIONS T >� ROC* PL AN j { (00"2� FLOOR FLAN r f x42.1 ul�•�'-�, ,42.1air CITY'S - , 1 1 26WFDSHAYTQWI=R • tANNEAPOU5,(ANNE 0TA • D5402 _ A31 TEL-(612)332-1234 FAX(612)332-1813 www.btr-archftecte.com RIDGE VENT 0t+1 A 1,5,Nti l ^wx„W atii g,• i af_ 4 b SKYLIGHTSr}/'a tK b M 4M 0 METAL FLUE CAFPNT - • LINE OF EXPOSED EXTERIOR ' - - ,< 1214 -- - PLYWOOD SIDING 4 WOOD BATTEN"TN WALL AT UNDERSIDE OF ROOF DECK 12 Q14 COILING WUTTER ENCLOSURE - LAKEFRONT PARK - - -- A N LT SHINGLES.�5 $/$" LD SIDING W 13 BATTENS- - - -- - -- - a6a Aga = --- - - - - . . _ _- -- - 2 X WOOD SUPPORT BRACKETS, al - LINE OF EXPOSED EXTERIOR PROVIDE PREFIN.FLAT SEAM METAL - - - - - - - ---- ROOF AND FLSNNG OVER ROSIN PAPER, WALL AT UNDERSIDE OF ROOF DECK ---�� -�3 1/2 MEMBRANE UNDERLAYMENT,AND PLYWD I 11 PROVIDE T-111 AND 1X4 WOOD TRIM � �_...�.-,__� �+-z�� SWEET , _ PAVILION t Q t ABOVE TYP.SEE EE - - WOOD TRIM,STN CI - PAS -THRU WINDOW , BY OWNER 12PRIOR LAKE MINI Aga VENEER CMU AND CAPrzi LOUVER _> i i i i i i CLAD MOOD WINDOWS f DOOR 16 GA.STAINLESS STEEL OVER TWO LAYERS OF TREATED PLYWD --- _- --- -- ----=____ _ � �_____� ��' .__ �"�" __- --�� --i — � I-�---�i ------- -- --_ _- --J1____; --�____ �- ---------________-- 1 �� AT EXTERIOR COUNTERTOP L / EXTERIOR ELEVATIONS/ r 4 - EAST ELEVATION NORTW ELEVATION (SOUTH ELEV. SIM) BUILDING SECTIONS ?11iMINE VENTIL4TOR5,FNT -- - --- A6.1 METAL FLUE CAP,PHT. ELEY.135-6 PREFIN.FLAT SEAM METAL j 6 4 C14IMNEY CAP A3.1 A3.1 T.D.CHIMNEY RIDGE YEW,PNT m.--]LJ LIL ll 'ILI CEILING FANS 12A "ni-W/VAPOR } r f 12 BAORIE1z ON wARm SIDE- TVP. - -- r`l �14 ,� f 5/8"GYP.BD,PNT. --- PREFIN.TRANSFER ,,-,; LINE OF EXPOSED EXTERIOR GRILLE TWO 8" DIA.VENT GRILLES WALL AT UNDERSIDE OF ROOF DECK { TWO 8°DIA.VENT GRILLES"' 2 X WD HORIZ OVERT. l _� AT BE FRONT { ' - �sj WALL SCONCES ' i . ----WOOD BEAMS,STN r m ' m WALL SCONCE ® ® � � ®® �® � � 5I8"GYP:BD. r12 _ !iIMP CLAD WOOD WINDOWS r DOOR wA9.1 i1100D TRIM,STN __ T-111 PLwD.WAINSCOT,STN. - LLJ Ej 1111---11.11111111,1111 IF 1111111 11._�111 % -f=B�45E,STN % 1 T.O.CONC.SLAB - IOL I ELEV.100'-0" t t i i i A9.1 _ . !1j _----------------- ----______-_----- - Li -- .. -___ ---- --------- ---------- -- ------_� L_.t __1 1 � COILING DOOR J� i ----------------- �... �— �_ — -- --.'--"""--"-----`--'..'.J.,i jL--J, t.__•1 __—.�—_—_••----- '•-----------------------------------"-------_-- _--- ..__.._.�...___-- �. i �.. .L__—____________..__...._—_—_____---_—__..___—_---_1_—_1___..._ LOUVER PREFIN.RETURN GRILLE - CERAMIC TILE WEST ELEVATION! SECTIONTI�NvVE� , u• __..-_ , ,43.1 �•�r-� - �3.i - �, �,,� . - - _ - . s r ,46.1 A6.I r4 ELEV.135'-6" SKYLIGHTS _ ELEY.135'-6" T.O.CHIMNEY T.O.CHIMNEY11 11 H 11 11 11 11 11 1 -� _ BATT INSUL.W/VAPOR BARRIER ON WARM SIDE- TYP. SKYLIGHTS - 3 f 14 5/8"GYP.BD.CLNG,F'NT. Wool)TRIM,STN. Ab.l �7 �7 14 l r SIM. '-- WALL SCONCES 5/8"PLYWD f- 12 INSIDE CHIMNEYS aZ - ' Q _ 312 t D1FFt15ER5 CEILING FANS � � 518"GYP.Sp.,PNT. i I X4 WOOL) �M_,'STN . «� J • . J 5/8" PLUJI) SIDING W/ 17 �7 `" WOOD TRIM,STN. � J 1 X 4 BA i TENS AT 12" 0L. ---- - J J WALL SCONCE -- I -_ - - -- - �I CD - L17 Q�C� -- -` - �� m . - T-111ABOVE . STN _-- SIM, I HEREBY CERTIFY THAT THIS PLAN, REPORT, EXPOSED i TER5,>3EAM5 f 9- _ 5 OR SPECIFICATION WAS PREPARED N ME OR r I _ - i _ A6.1 .. _-__ _.,_ UNDER MY DIRECT SUPERVISION AND T J WOOD TRIM,STN - "-- - I AM DULY A.REGISTERED ARCHITECT OR STN _ __= J- - - �-__ �____._____ _-_-.___ - , I _ ENGINEER.UNDER THE LAWS OF THE STATE J 1 I - _ _ --- ___�.---__�.._,.__ of MINNESOTA-PAI, 3/22/99 J J T.O.CONC.SLAB J TSU.CONC.SLAB111 11 ` 9 E _ i ELEV.100'-0" , I t ---- ----� ELEV.100'-0" c� ' EG. No. i 2X WOOD MANTLE � i , AND BRACKETS,STN f i f �� ' i t i i i � I - rL-, _--- ------------------------_ _____------ _-- --- ---_-_.---______.._�_ -____-__.._ __-______..________.._..______.._-.__._- -.._________...__.�-------- _ T-111 PLWD.WAINSCOT M. _-______._..__ ------__�______-_-______.-__-__ _____ ----_-- L-- L_--- L---- L ----- _ REG. N0. WOOD BASE,STN REG. NO. APPROVED 98-1� COMM. NO. PLANNING DEPT SECTION + 3/22/99 > DATE 1..ON+C�1TUD11 GTIOrI _- - TRANS\/Eln& - _ 5// - . Raz DRAWN RBC CHECKED REVISIONS 4 x Ile— v` tS J....^' t't^t......•.t .rnvexwv Cts V.. •' t lyt- 'GC+ :4 it•Y SCJ.. x A, A3401 N.h.. W" AI'"'t .tt F, 1 - - FREDERI0K BEN1Z 1-IIAILO THOMPSON/ROBERT RIET'OW INC. 2600 FOSHAY TOWER + MNNNEAPOLIS,HNNESOTA •_ 555402 TEL»(61?)3321234 FAX:X61?J 332-18'13 www btr-archRechLoom - 00"A ,�4ya �,i gmit+.� !/ � i17 ir'16 a•' � — _ _ _ _ f LAKEFRONT PARK PAVILION PRIOR LAKE MN - ENIARGED PIANS/ , - IMRIOR 'EL VATIONS r . lot- In - 1 ,r ---------- 2'x4l'SU1.LN06E I�_F, r1 �� CA I W4A It_ r 2 x4 BULl.N05� 3'-6" I'-0' 3'-0" M`b w3A - -- 4'GRAB BAR GRAa.�AR ; >a TOILET TISSUE HOLDER = TOILE TIME HOLDER =3 rill NAPKIN DISPOSAL SCHEDULED BASE N SCHEDULED BASE r' _ 3n 3� CA5INET LIMIT HEATER SS RE4 3 15"MOUNTING HT NON HANDICAPPED TOILETS W4 W3 el�� 1 - N HC STALL SIDE ELEVATION EAST WALL ELEVATION - WOMEN � v4•r-�o• L`"4/i 4.14 4t_1411 I MIRRORS HAND DRYER / 2'x4" EULLNOSE NAPKIN DISPOSAL \ _ COILING DOOR \ - SCHEDULED BASE \ _ * GYP BD,PNT \ CERAMIC TILE 45 DEG C.T.WALL TILE W/ 2"BULLN05E CAP i P LAM CNTR 4 B'SPLA6H = I OUTER WALL ELEVATION - WOMEN ENLARGED VESTIBULE PLAN i TYPE 3 PARTICLE 15D C.T.BASE v�•=r-� a I ELECTRIC DRYER fi SOUTH WALL ELEVATION-CONCESSIONS 16 CSA.,#4 STAINI..ESS S'I�E . WRAPPED PLYWOOD C TER S-THW WIN OWNER \ ' F Imo t-V N R LING COUNTER TT �� COILING DOOR s, Ifd2,r 5t_ 211 O - -- ---- - ----- --- ---- { , GYP 5D,PNT 1 W58 I5 I _ , P LAM CNTR k B'SPLASH T LLING COUNTER INS ALL 3 SOUND \ 3`-011 t C ENSERS PLASTIC LAM GO TER x ITER AND CAULK TOP ; BTM 1 C.T.WALL TILE W/2" X1_31 ;¢ I i� OF PARTITION - . 5LILLNOSE CAP tt TYPE 3 PARTICLE 5D_T - A4.1 `I '� _. __ _r-� __ _ -- _._ _ _ _ ___ _ - I HEREBY CERTIFY-THAT THIS PLAN;-REPORT; cA pR SPECIFICATION WAS PREPARED BY ME OR a r $ UNDER MY DIRECT SUPERVISION AND THAT - C.T.BASE -' _ I AM DULY—A_REGISTERED_ARCHITECT_OR " 5 ,,� ENGINE UNDER THE LAWS OF THE STATE 2'�6 ► fn FLUE ABOVE ,� / OF INNESOTA ATE 3/22/99 I o00 �I I FIREPLACE I 'c -LUI � 5'� 6� � � � _...�„ - REG. N0. (� 7 t � cil NA IN DISPOSAL FIREPLACE REG. N0. WEST WALL ELEVATION-CONCESSIONS � � � FLUE r 4 A4.1 REG. NO. ' TOILET PARTITIONS 98-I`i COMM. NO. '-�" 'h { �o�• I 3/22/99 DATE f TOILET PARTITIONS D _ .._.._._„ . GYP SD,PNT ! _ ENLAWjE1) CONCESSIONS PLAN I Riz DRAWN PASS-THRU WINDOW) 2 D BY OWINER W M J _ - P LAM CNTR 4 B SPLASH i 107 \ I I?BC CHECKED 4-2M ` t Y V _ . t C.T.WALL TILE Wr 2' _ REVISIONS 5ULLNO6E CAP ' TYPE 3 PARTICLE BD ELECTRIC HAND DRYER _ G.T.BASE Mimi FEMINE PRODUCT DISPENSER i . t xa .><: Nt ELEVATION - CONCESSIONSENLARGEDTOI T OOMSI LER PL A4.1 if t _ _ _ FREDERICK BENTZ!MILO THOMPSON /ROBERT RIETOW INC. 2600 FOSHAY TOWER • =MINNEAPOLIS.MINNESOTA At 56402 TEL(612)352-1234 FAX:(612)332-181,3 www.V-erchItectsAxxn & BAR A� w7 f PREP NISI-ED METAL FLASHING •��� 5/6"PLYWD ROOF SIEATWING PARK - BATT INSULATION VAPOR RETARDER 12 NOTE: ROOF PITCH VARIES AT OTHER LOCATIONS 12 _ - -- ----- -- - F IZ 12 PAVILION 14 14 2 X WOOD BLOacING SEE 1/A6.1 FOR TYP.EAVE NOTES WOOD TRIM,IM STN PRIOR LMN r., 5/8" PLYWD ROOF SWEATHIN63 TYPICAL I X WOOD TRIM,STN A8R1cATED WOOD TRUSS - ASPHALT SWINGLES TYPICAL " BATT INSULATION a CLNG-TYP. MEMBRANE UNDERLAYMENT y SKYLIGHT W/MANUR PREFIN.FLS% RAFTER EXTENSION PERIMETER UNDERLAYMENT � _ ASPHALT SHINGLES 5!s" FALL SECTIONS DETA[LS - EXTEND UP ROOF A MIN.OF GYPSUM BOARD V-0"UP SLOPE OF ROOF LAP OVER TOP OF EAYE FLASH'G 2 X WOOD BLOCKING i I X 4 WOOD TRIM,STN f:•` g 6" BATT INSULATION 8" DIA.PREFIN.WALL VENT j 2 PROVIDE 1K4 TRIM A1ROUNP EACH RAFTER - TYR' • - r SEE SWEET ASJ FOR LOCATIONS / - - CONT.2 X -FASCIA BLKh*,STN VAPOR RETARDER- - I VZ" RIGID INSULATION 1 - i4RCH,MY= %CA'tHIWG AT EXPOSED ROOF DECK,STN / - - l PREFIN.METAL EAVE FLASHING 12"BATT INSULATION 0 ROOF TYR i AND DRIP EDGE _ � 06 Lu 1/2"R'LWD.SIDING,B STN .a 'PREFABRICATED WOOD TRUSSES - — I X 4"WOOD TRIM,STN 2 X 4 FRAM -0" 109'-101/2" TRUSS BEARINC•c = , � 109'-101/2" M TRUSS BEARING - VARIES i ALIGN - . �' _ - �_ ,,. •t• ' r• FASCIA W01 TRIM NAILING FLANGE BY WOW 5/8"GYP.BD. SECTION AT S -- -- MANUFACTURER K"'3 f BOA S,STN 5/8"GYPSUM BOARD s CEILING,TYP. - - ' - SEALANT AND BACKER ROD R I X 4 WOOD TRIM,STNS.1 5I8"GYP.BD.0 WALLS,TVP. - 5/4 x 4 WOOD TR M,STN i „ t T-111 WAINSCOT W/BD a BATTEN AT 5/4 X 4 EXTERIOR WOOD 007 1-3 MULTI-PURPOSE 101) CAST%AROUND WINDOW,STN 1/2 SHIM SPACE,FILL VOIDS WITH INSULATION 1 X 4 WOOD TRIM,STN CLAD IMOD AWNING WINDOW VAPOR RETARDERASPHALT SHINGLES 5/8"PLWD.SIDING,STN $818" JAMB EXTENSION B UWD A ADINSULATED SKYLIGHT W/ 4" MANUR PREFIK FLSHG MIN. _ 5/8" PLWD.SHEAT14%WI ` -- - UNDERLAYMENT BATT INSULATION I X WOOD TRIM,STN _ 2 X 6 WOOD BLOCKING 5/4 X 4 EXTERIOR WOOD TRIM,STN 2 X WOOD BLKNG I X WOOD TRIM,STN VAPOR RETARDER ` SEALANT AND SACKER ROD � � US" r�ORI .-MULLION 2 X to RAFTERS(SHOU�I OBLIQUE) b a C VERT. MILL. SIM.} 6 1/8 r b"BATT INSULATION 2 X 6 WD FRAMING,BATT INSUL,VAPOR RETARDER,EXT.WALL SHEATHING, 1 X 4 WOOD TRIM,STN S 3/8" 5/8"GYP.W. AIR INFILTRATION BARRIER,I" RIGID , INSULATION AND STAINED EXT.PLWD. 117"SWIM SPACE,FILL SIDING WITH 1 X 4 WD BATTENS AT 12" O.C. w VOIDS WIT14 INSULATION - _ 5/4 X 4 EXTERIOR WOOD TRIM t 5/8"GYP el). SKYLIGHT �ETA11.iSKYLIGHT DETAIL 5I8" GYP.BD,5/8" T-Ill PLYWD - 2 X - WOOD NAILER I" RIGID INSULATION,TYPICAL WAINSCOT AT MULTI-PURPOSE 101 NAILING FLANGE BY WDW ArCj.l MANUFACTURER I 11112`■f-0 ` 11R"al'-D" 4 SEALANT AND BACKER ROD "PER FOOT SLOPE - ' _ CERAMIC TILE WAINSCOT TO 1 p _ � ti LAP AIR INFILTRATION BARRIER - 5'-0" RESTRL CLAD FIXED OR AWNING OVER TOP OF FLASHING WINDOW-SEE ELEV. PREFINISNED METAL:FLASHING,EXTEND JAMB EXTENSION SUPP � 5 PREFINISHED METAL FLASHING OVER TOP OF CONC.SILL TO DRAIN BY WINDOW MANUFACTURER,STN W/FLAT SEAMS AT ROOF OYER ROSIN PAPER ON 4 WOOD TRIM,STN MEMBRANE UNDERLAYMENT 5/8" PLYWD ROOF SHEATHING 1 X WOOD TRIM,STN SEALANT ANI?SACKER ROD I X WOOD SILL, S N 1 X - WOOD BLOCKING411 6 X 4 C.M.U.SILL WITI4 ROCKL TR'EAtED WOOD BL4Ckl1 CLAD Wool)FIXED WINDOW FACE FINISW AT FAGS 81/4 SEALANT AND BACKER ROD „ " I X 4 WOOD BATTENS AT 12 O.C.STN cD PREFINISHED METAL FLASHING,CONT. 2 X b WOOD SEATING BDS,STN ------- W/TYPICAL FLASHING s C.M.U.SILL �- - PAN UP FLASHING INTO WINDOW OPENING 2 X 4T SUPPOR FRAME- PLWoOD SIDING,STN 2 X 4 STUDS 4" ROCKFACE Cl"1U,VENEER EXTEND UP BEHIND WINDOW 1/2" I HEREBY CERTIFY THAT THIS PLAN, REPORT, OR SPECIFICATION WAS PREPARED BY ME OR b X 4 C.M.U.SILL WITH ROCK 1 X WORD TRI STN 1PUNDER MY DIRECT SUPERVISION AND THAT FACE FINISH AT FACT= I AM DULY A REGISTERED ARCHITECT OR •OVER,AIR_INFILTRATION BARRIER TOP OF FLASHING � ' ANCFIOR BOLT,--�E STr2llCTURALTRI=ATEI� WOOD BLOCKING Q - d -' ENGINEER UNDER THE LAWS OF THE STATE WALL SHEATHING THRU OF >' INNESOTA TE 3/22/99 WALL FLASHING AND WEEPS — SILL SEALER - LAP FLASHING OVER TOP I X 4 WOOD TRIM APRON,STN If OF WATERPROOFING ., • -- 1X6 FIICsH,GONTItJU0U8 WD BASE,STN • e - 4 X(o CONCRETE MASONRY'VENEER � I X 2 WOOD TRIM,STN 1 X 4 Wool) TRIM,STN �`•�'` G. NO. PROVIDE IN 12",16" AND 24" LENGTHS ;,, Z X SUPPORT BRACKETS IN RANDOM PATTI=W SEE ELEVATIONS SCHEDULED FLOORING 4" C.M.U.WITH ROCK FACE FINISH 24" O.C. 1 b X 6 C.M.U. C.T.BASE RESTROOMS IX6 HIGH,CONTINUOUS WD BASE,STN PREFINISNED METAL FLASHING,_ l REG. NO. M /I r .. I � ... I I - -F 1 X 2 WOOD TRIM,51N -�'t REG. N0. 5/8" T-111 PLYWOOD WAINSCOT,STN MEMBRANE UNDERLAYMENT � TSO.FIN.SLAB - _ ¢ . ' 4 Q 6 •4 " d M a ° ,4 A a d -b a c ° Q A. PLYIt�ROOF SHEATHING GRADE 1" d =•o+ t 'i.,� _ t, trshw w,•_� COMM. NO. ALUMINUM INSULATION GAP f.:'' f' t.,? �' `{i:; :,':�` �•� Q: ASPHALT SHINGLES � • • d d ?y•,:ci.s i f/'t ':t+t;;,*'';•"_'s;,•'.:•,►y'•...��•:•=`iLi°,•y•'.•:1•}j'.ry,..i:.x,.{•::!w.rAi.f.,.ti>�•F 4 d � 'y},:'s•..•.,r�f"at.:�;;•.r.t1vi-'�:•;,_.;r.t•sN.'•!•te.fL.r+,..'°rr:•n:..i 4ytttrr't;' r;'1_,i�,'�..''�:re''l•i.�+sr�`-��t•._a�.`.:T •it _ 3/22/99 DATE ION PFAamICTEDWoor) RZWsWATERPROOFING EXTEND A MINIMUM 12"A50VE GRADE ANDA MINIMUM 'd' t' 3.•a 4••s-j • ' „t f•.s .i. A ••� ice:i•i.a.r'1•}vv. t+ ` s..r '• .� . •}. 12"BELOW GRADE VAPOR BETA• R,CONTINUOUS : a f,i,•Irl�.', ;{� •ya'�Ya'e.s' •,•ter` 1'�+r•r y},�c • MINDER SLAB, UP ABOVE SLAB, :r,:.y.�.r`:7:rt:�,=.,: i•. r, w' ., :�:..� •O `• •r• .1•.l. �• ti rT•F rjs '••f•„! SEAL TO WALL AI'OR RETARDER ~ ° Y� :" . •= «ta •d :. RJz DRAWN 112/'RIGID INSULATION _ v °' 4"SAND BED 12" CI*M FOUNDATION WALL R 3C CHECKED e pD. o SILL REVISIONS t - J - t 1 WALL SECTION, - SECTION AT MAIN WINDOWl�AllSECTION-AT CHIMNEY _ I V1 >t-O' ,ora.1 wrr • - _t^ -r ~YJM1ii b. 5'S.- A6.1 �zs: tom'• .'•. t^-•tet tM y- PO'iCIL�CI'tlLr�r3=NIJILI MILV Inumrowlol/ rcwIr3=m1 ra=1Vim\ 26W FOSi-ale'TOWER • NAMN�4POUS,luu�tVN�SUTA • J Tom,(612)332-1234 Fi4X:(612)332-1813 www.btr-architects.com Sv �/(�/ ' I f f i'yr r f! ■.� Hr ._lmr�Kti lwvx- _ _ - _ .. ` ® i4 is S� �r •/ i�Y.Nxf ixCY .M d:rxr r %n WOOD 4 tiv _ I WOOD TRIM,STN 5/8"PLYWOOD SIDING,STN 115/8" POURED CONCRETE BASE LAKEFRONT PARK -I X 4 WOOD TRIM,STN - --= ARCHITECTURAL SHEATHING 77 Vf - -- - -- -- - ---- - - -- If 3' 311 1 X WOOD TRIM,STN - 1/2"SHIM SPACE,FILL VOIDS WITH INSULATION BACKER ROD AND SEALANT RAFTERS AND BEAMS - SEE STRUCTURAL 5/4 X 4 EXTERIOR WOOD TRIM----_. �, PAVILION _ 2 X TREATED WOOD BLOCKING 2 x - WOOD NAILER `' '` . . . -• . - - POURED CONCRETE COLUMN PIER NAILING FLANGE BY WDW MANUFACTURER SEALANT AND BACKER ROD ' WOOn COULi,�M - SEE STRUCTURAL WOOD TRIM,STN CLAD FIXED OR AWNING y �+ PRIOR LMN - WINDOW-SEE ELEY ELEY.'-@r �N ^tcv JAMB EXTENSION SUPP. I BY WINDOW MANUFACTURER STN = 3" I@" I 10" RELECTED CEILING PLAN/ DETAUS CORNER DETAIL AT VESTIBULE COLUIN BASE DETAIL COLUMN SECTION DETAIL COLUMN CAP DETAIL i� 11 12 13 ,49.1 A9.1 =r.�a• �49.1 « , - - ,49.1 ��•=r-or - t trzN=r-o. - _ . - - - SCHEDULED BASE BELOW HOLLOW METAL DOOR i 2 X - WOOD NAILER FINISH VARIES PER WD TRIM BELOW PLYWOOD SIDING AND BATTENS,TYP, VER PARTITION,SEE FINISH HOLLOW METAL FRAME SCHEDULE i ELEVS COUNTERTOP BELOW LAP AIR INFILTRATION BARRIER SEALANT , BACKER ROD DOUBLE STUD DOUBLE STUD i OVER TOP OF FLASHING - I X 4 WOOD TRIM PREFINISHED METAL FLASHNG SEALANT I � PLYWOOD SIDING I X 4 WD TRIM I X 4 WD TRIM PROVIDE HEMMED EDGE I"RIGID INSULATION ON AIR INFILTRATION 3/4"JAMB W/112"x I I/2" DOOR TRACK � WOOD BLOCKING BARRIER ON WALL SHEATHING ON 2 X b WD STOP 3/4"WD JAM 5/4" EXTERIOR WOOD TRIM WOOD FRAMING WITH BATT INSULATION AND - VAPOR RETARDER SHIM SPACE SHIM SPACE 3/4"EXTERIOR WOOD _ CASING,TYP SCHEDULED DOOR SCHEDULED DOOR WDW HEAD RD. 7 ALUM CLAD WOOD DOOR N.M. DOOR JAMB WOOD JAM5 DETAIL COILING DOOR JAM5 DETAIL � S 9 ' �� r-�o• �to r-Ia� �� r-o� - , 1' A HOLLOW METAL DOOR r2 DOOR HEAD ATENTRY 2 X - WOOD NAILER HOLLOW METAL FRAME '�`�'1 's�'• ' SEALANT AND BACKER ROD ` I 4"C.M.U.VENEER,ROCK FACE,51REAK OFF ENDS 0 COFNER5,RETURN TO BE ROCK FACE SEALANT - CLAD WOOD OUTSWING DOOR ° 2 X - WOOD NAILER D r - - 4 SEALANT AND BACKER ROD NAILING FLANGE BY WDW ° o MANUFACTURER 4"C.M.U.VENEER,ROCK FACE,BREAK OFF ENDS 0 CORNERS,RETUFN TO BE ROCK FACE }, 3/8"_SHIM SPACE,FILL I VOIDS WITH INSULATION /�, N. M. DOOR JAMB ,Q Cll.U* t I D 'G J JAMB EXTENSION BY WDWI (D DOOR MA 4,1FACTURER - I X 4 INTERIOR WOOD t a s . CASING,TYPN or 01"RIGID INSULATIONON AI INFILTRATION106 0 p G D R _ BARRIER ON WALL SHEATHING ON 2 X 6 104 Q WOOD FRAMING WITH BATT INSULATION AND 9'-I" 0 WALL SCONCE VAPOR RETARDER 5/8"PLYWOOD WAINSCOT — - — BALL DIIUSERS (�j 0 SU�ACE MOUNT SEALANT 1/2" — FLUE ,� i -------�� I SICYL IGNTS RF E OUNT ENTRY DOOR JAMB C11.Up I X - WOOD TRIM _ SU AC M C'4 c L 0 ® Q . Ia g►„I" CEILING FAN _.. VER SEALANT AND BACKER ROD [ y 0 2 X - WOOD NAILER I HEREBY CERTIFY THAT THIS PLAN, REPORT, _ F_ TRANSFER GRILLE.'' : • , Q © DIFFUSER OR SPECIFICATION WAS PREPARED BY ME OR HOLLOW METAL FRAME I AB VE DOOR$ __ _•_ O _ UNDER MY DIRECT SUPERVISION AND THAT . 0 I-AM DULY__A REGISTERED ARCHITECT OR_ � f ® 0 10 ,TRANSFER/EXHAUST GRILLE ENGINEER UNDER,THE LAWS OF THE STATE OF MINNE50TA DATE 3122/99 4" CONCRETE SLAB WAN-FLOOR RADIANT 1 t HEATING SYSTEM,TYPICAL �a ��T ACCESS PANEL - 2@ X 30NYWA I 9'-I 9-1 �,,, RE N0. �4 ,t I u I E ALUM CLAD WOOD DOOR O.A.LOUVER 8" DIA.WALL VENTS REG. NO. " 'LOW PROFILE'DOOR THRESHOLD BY � FOR ATTIC - TVP. -- DOOR MANUFACTURER HOLLOW METAL DOOR SEE STRUCTURAL FOR PATTERN EXHAUST LOUVER OF RAFTERS AT ROOF OVERHANG- REG. No. 4" POURED CONCRETE SIDEWALK _ ALUMINUM THRESHOLD / REVIEW LAYOUT WITH ARCHITECT AND STRUCTURAL ENGINEER 4 d d za d c 4 4 T.O.FIN.SLAB °4 ° °4' d d ' . ° 4 4 i d _ �S- COMM. N0. 4 d4 4 d 4 4 d4 d d 4 • d _ tt 4 .° a a .4 4 4 r ° 4 I DATE 1"RKsID INSUL TIONId t ° ° a 4 6 X 6 CJM.U.COURSE �- y_"Y is w a Q �Z DRAWN ' '=t'.•.': ALUMINUM INSULATION CAP -' WATERPROOFING,EXTEND BELOW GRADE MINIMUM !'•@",EXTEND UP UNDER DOOR RBC CHECKED - ray„ v�,=.'. _ ,;•! ;L"• .. THRESHOLD , R: 11Jx RIG(D INSULATION REVISIONS TYPICAL 12"CAM.U.FOUNDATION WALL ~ I"RIGID INSULATION ' VAPOR RETARDER,CONTINUUOUS UNDER SLAB - 4"SAND BED DDR T`Hrr=m%v-SHOALD AT ENTRY 14. M. THRESHOLD/14EAD �LEr"MO CEILING PLAN 4 - ^ -«-r..t..••r q -- vvJttt ^r:1tiY 5 , r� A9*1 xr._ 'l - SER M BENTz i MILo THOMPSON 1 ROBERT FUETOw INS. 2640 FOSHAY T01NF_R • MINNEAPOU1S,MINNESOTA + 55402 oy TEL:(612)332-1254 FAX(612)332-1813 www.btr archRoot oom 25-4 and 10-6 251•-4 anb" �g &M �'y •/we•rt, �/m OA F = of 10 .� L J441 LAKEFRONT PARK 4 ..... ......... .. .._ _ — E PAVILION3 MALL TYPE 4 G SHEAR WALL T1TE SHEAR ❑ 77 J 1.1 GJ / GJ f A2 -' PRIOR LAKE MN CJ GJ M -1 qcil-411 GJ D " 23'-q I/2" 1(0 •2 �o° E `'`�6 b n � I 5q COLUMN 0ON5TRUGTION i E I SEE DETAIL. 2/55 " qb-8 i� 4( " --.� J I 0 � 4 COLUMN CONSTRUCTIONn ,- + ,7SEE DETAIL 2/55. 'D 55/16n ❑ m cJ p� J GJ GJ A O GJ Qj - - – � � � 5=? 3/tba N GRADE 4 5LAE3 a s4 cv TOP/SLAB - 100 l SHEAR WALL, HOL..DDOWN5 3 I/4" 3 lz REFER TO SHEAR WALL -- _ SCHEDULE CJ I N / 0 t\ \ L. J '� / �. L J _ ' (y) \ SHEAR WALL HOL-DDOWNS \ REFER TO SHEAR WALL FOOTING ANL - GJ CJ 5GHEDUL.E G GJ C,-Ji ( v / ..� FOUNDATiON PLAN I SHEAR WALL TYPE 4 SHEAR WALL TYPE 4❑ 11000� ,r ���� / FOOTING 50HEDUL� � �soN CDONALD INC ,•� G c STRUCVJM ENGINEERS MARK 51 ZE REINFORCEMENT `9 "— s `� -- -- A ib" X 12" G DEEP OVT. 2 -- #5 CONTINUOUS 54516 ioi5 Miso-rA 55409� �r {�SI21827 7 25 20" X 12" r,>EEP CONT. 2 - #5 CONTINUOUS 24" X 12" DEEP CONT. 2 - #5 CONTINUOUS mss. `Q \24 �'� " X O'-O" X 24" DEEP - # " TOP AND BO (T � � � �D 56 2 3 � x Ia-b o o 3'-0" X 3'-0" X 12" DEEP 4 - #4 X 21-611 EA. WAY BOT r � u � 25-4 d/l b" � 25'-4 9/Ib" 10� Q ,._... _ 5 I/4 X 5 1/4 PSL B•- GOLUMN5 10 THUS EXTEND PLYWOOD-SHEATHING -- -- ON FACE OF ROOF TRU555 TO 1ROOF L � L _. J °TYPE DECK AT SHEAR WALL 4'-0" 4'-Ou PLYWOOD 5HEATHIN6 DBL 2K TOP PL.5 10 THUS � SEE SCHEDULE 801-01/411 2X BLOCKING AT PANEL q Z.; JOINTS 2 X 5TUD5 0 Ib" O.G. DOUBLE 2X END POST NOTE: DIM'S SHOWN THIS PLAN ARE TO FAGS MIN NAILING PATTERN ' OF Fl�lDN V4AL.L SEE SCHEDULE ENODU P05TX HOLDOWN- MIN. REFER. TO ARGH. PHOS S 1 TE SEE 50HED. PLAN FOR LIMITS of EXTERIOR ADD 2- #5 VERT PORING. ANCHOR To HOLDD TINO WN AT BOLTING SEE 5CHED. LOCATION5 FOOTI NO AND FOUNDATION PLAN NORTH _' _ PROVIDE 4" CONCRETE 5LAB ON GRADE WITH b X 6 - WI A X W1.4 NW CENTERED SHEAR kIALL. 5GHEDULE 1 HEREBY CERTIFY,THAT THIS PLAN, REPORT, IN SLAB. TOP/SLAB ELEVATION = 100'-0". ALT. Q CONTRACTORS OPTION: PROVIDE J OR SPECIFICATION WAS PREPARED BY HE OR SPACING ANIGHOR BOLTS UNDER MY DIRECT SUPERVISION AND THAT - FIBRE ME-514 REINFORCING IN LIEU OF WELDED WIRE MESH. ADD FIBRE MESH IN GORDANGE W/M,4NUFAGTURERS DIRECTIONS. 5U1:3MiT CONCRETE MIX DESIGN THAT MARK SHEATHING l'I•�IIGtZ- NAIL. AND HOEDOWN r IAM DULY A REGISTERED ARCHITECT OR AC EDGE INT. SPAGING ENGINEER UNDER THE LAWS OF THE STATE INCLUDES FIBRE MESH REINFORCING. FilPLYWOOD I/2" lOd 4" 12° !/2" DIAM ® !6"D/G 1 EA END OF � DATf Z A C1REFER TO ARCH. DWGSFOR SLOPES GURB5, RAMP5 OR DEPRES51ON5. EA FACE ALT' 5/8°' DIAM @ 24'O G � MARKS THUS: "G.J." INDICATE 5LA5 CONTROL JOINTS IN SLAB ON GRADE. REFER TO PIG CONTROL JOINT. PLYWOOD I/2" IOd 4" !2" II2" DIAM 6 IZ"O/G l EA END ,� "� � REG. No. DETAIL 2/54 FOR TYPICAL ARKS THUS " D 2 EA FAGS /�-T' SEE PLAIN AND 50HEDULE FOR FOOTING 51ZE AND REINFORCING- M 5/8" DIAM 0 I6"O/G -� INDICATE FOOTING TYPE. REFER TO PLAN FOR TOP OF FOOTING ELEVATION. UN 55 C = q6'-8" TOP OF INTERIOR FOOTING "� � PLYWOOD I/2" IOd 3" 12" II2" DIAM 6I610/0 IEA END ' REG. NOTED OTHER,115E TOP OF EXTERIOR FOOTIN ONE FAGS ALT:l 1 = ala'-4". STEP FOOTINC•75 A5 REQUIRED TO CLEAR UNDERGROUND UTILITIES. --5/8" DIAM a 24241101C, - VERIFY UTILITY INVERT ELEVATION. SEE DETAIL I/54 FOR TYPICAL STEPPED FOOTING 1/211DETAIL. PLYWOOD II2loci b" 1211 I/2" DIAM a 32110/0 NOT REG2'D REG. N0. El ONE FACE EXTERIOR WALL DIMENSIONS 5HOWN THI5 FLAN ARE TO OUTSIDE FACE OF FOUNDATION 1BW14 COMM. No. WALL. REFER TO ARGHITEGYURAL DRA"IN65 FOR DIMS OF WALL OPENIN�5 AND LOCATION OF INTERIOR WALL5. MARKS THUS: " I " INDICATE SHEAR WALL. REFER TO SCHEDULE ON THIS DW6 FOR 3/22/99 DATE SHEAR WALL GD TRUGTION. USE SIMP5ON TYPE H05A HOEDOWN W 5/8" DIAM X 18" ANCHOR BOLT MARKS THUS: " 3 1NDIGATE MULTIPLE WALL 51WS GANGED TO PROVIDE BEARING FOR HEADER OR ABOVE. REFER TO DW6 52 FOR HEADER SIZE. REFER TO ARCH. AREAS OUTSIDE OF SHEAR WALL LIMITS TO HAVE 1/2" DIAM X IS" ANCHOR WLT5 AT 48" ON CENT�2. DLA, MEC DRAWN DWG FOR OPN6 SIZE. It It INDIGATES SHEAR WALLS. SEE SCHEDULE THIS 5HEET FOR ADDITIONAL INFO. DNM CHECKED REVISIONS nar ' r ru$� S_4:3 VIM= - 5 C 1� _ t^M 'r%oFais"tiu a7r' r I N � i 2 X 10 ® 24" D.G. ` x � � k I S DOUBLE TRU55 OVER 5HEA _WALL ALIGN EACH PAGE OF WALL O _ � c�s to > I A I � CARDER TRU55 2 PLY MIN. N y> z p ° r °� 2 x to FASCIA I 02 z0)O0X1 nl n -- z� > -+ ads, � N p 4 ar O I 0 4 X 11 7 8 PSL 24" O.G. , ��rt � � Q I A { � 13/ / > M ON A Q _nO< Z $ Z 6>r ©� p n =q & '� 13/4 X 11 '7/8 PSL RIDGE _ _rn ® --i r N�z Hpo OCA --i -.y r -� �j + Q3 m > N N o z -#t I QrC ? r( 1 5/4 X 11 7/8 PSL ® 24" O.G. 0O �7070 Q -(O 0 D r xfr] _ O-,Oq rn p rn c rn YERI -Y DIM. . . �1 OO�N N X� t#ir cZ�nj _>� �' N zrr- y i > 2X10 FASCIA > N Gl r > a �A-1 z I I �z <2;0 O � b z >�z � d— r - - --- -n N mIn — ill R TR 55 2 PLY MIN. o -� z> > Xs o chi > i N zbOzzcUT, o _j - ' a> I d;m7u6x o z z n w z © > _ QN z ' I DOUBLE TRU55 o ER SMELL AR WAALIGN EACH FAGS of WALL I 1 ti 7j► 6/Plb N rn x I � Un _ z 1 / \ 2 X 10 ® 24" O.G. I �' \ s e • 0 I I I I a i i I I , a70az t. z 1 f 1 z c� z r o o> m 0 U)z Ut w N N U U t� Rid > N z x x w x xN rn x x CII, M M r 1... N >~= r 40 r N � tiu on o y Z rn A m�, � Z . �, L �Q�'mo o O l Z _ _ z u' _ c s „ 3 0 rn " • -� 1 �y t1,Gglit ikl.sr9,,{{ .�.4�.. V J I t',a is ata ^ rn -a is i,, I4:�,. `• c Pal m p O�-O 9{k ,tjti< 7D �rn rmn rn rn r /V 112 {�?� Z 2 mti d v r'� o d o o a e> h r rn I , I SEE 4/55 4/55 FOR RAFTER FOR RAFTER EXTENSIONS EXTENSIONS FREDERICK HENTZ/MIL.O THOMPSON/ROBERT RIET OW INa 28W FOSHAY TOWER # MINNEA#KXM MINNESOTA • 155402 TEL(612)332-1234 FAX(612)332-1813 www.btr-archrbx* corn XOr- A, Y r�, mL Av L • V 7 - F T_ _T T T TT LAKEFRO-NT , PARK REFER TO DWG 52 FOR ILDINC ROOF - B FRAMING , -� PAVILION $ I2/55 12/55 IS 55 PRIOR LAKE M N SEE OPP. SIDE L ^ / ip I I FOR RAFTERS 4 BMS. 55 I I - 'd- X i I a5 V S5 N r x 55 1 I �a 2X824" 0C. Al Jf •C l B I HEADER 5C,,HEP TLE I I I MARK 5I ZE 2 - 2 X e -PORCH ROOF I i3 2 - 2X8 FRAMING PLAN 1 - -2 - 15/4 X q 1/2 LVL - - 104 Ax� 55 V , 2 13/4 X 111/8 LVL - - MATTSON MACDONALD INC - STRUCTURAL ENGINEERS ® 10 P 3 1/2 X i 1 7/8 PSL 1 3/4" X 11 rt/8" PSL a 24" O.C. V 5 I/4 x 16 PSL MINNEAPOLIS,MMNESMA 55408, 15 SPLICE SPLICE 55 I 13/55 13/55 - 15 HEADERlo� 55 TRIMMER.711 A . I f STUD E V t 1 MIN. CRIPPLE 12/55 14/55 / }; STUD. SEE PLAN I ( FOR ADDN'L / STUDS IF REQ'D. NOTE: H15 CONDITION WOULD BE NOTED 2 ON PLAN AT BEARING LOCAT O . Y444. 5 II I I# 55 55 i - 1 PORCH ROOF FRAMINO PLAN t 11411=11-on NORTH 1 S PROVIDE fq/32" APA RATED SHEAT HINC OVER ROOF FRAMING. REFER TO ARCHITECTURAL DWC65 FOR AREAS TO RECEIVE 11 - It TEXTURED SHEATHING. NAIL EiHEATHIN6 TO FRAMING - MEM5ER5 W/IOd NAILS ® b" O.C. AT,PANEL EDGES, 12" O.G. AT PANEL INTERIOR. VERIFY SKYLIGHT DIMENSIONS, DETAILS AND REQUIRED ATTACHMENT PRIOR To FRAMING SKYL I C HT OPENING. TRUSS SUPPLIER SHALL PROVIDE ROOF TRU55E5 DE-51 OWD FOR LOADS INDICATED IN THE STRUCTURAL NOTES. REFER TO ARCHITECTURAL DRAWINGS FOR TRU55 CONFI6URATION,TOP AND BOTTOM CHORD SLOPE AND BEARING ELEVATION. PROVIDE (51RDER TRU55E5 AND TRUSS TO TRU55 HANGERS AND CONNECT4R5 AS REQUIRED. PROVIDE MINIMUM NUMBER OF PLYS NOTED ON DRAWING. IN LIEU OF PLYS xOTED, TRU55 SUPPLIER-MAY DE516N FEWER AND PROVIDE $EARIN9 ENHANCEMENT AT BRAG LOCATIONS. BEARING ON TOP PLATE - 51'tALL NOT EXCEED 405 P51. PROVIDE ADDED TRUSSES AT SHEAR WALLS AS INDIC) � 1 I HEREBY CERTIFY THAT THIS PLAN, REPORT, OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Alin DULY A REGISTERED ENGINEER OR ENGINEER UNDER THE LAWS OF THE STATE OFtYA-0 DATE I LZ 2 1 /111 147 REG. NO. " REG. NO. REG. NO. SW14 COMM. NO. 3/22/99 DATE _ OLN, MEC DRAWN OHM CHECKED REVISIONS F S3 T-11 1 1 1 S.•FA::� 1acal J'uly �� .31Y tea: ..�3 Stt�F..ti^ µvaa*niwa v-"• Gam• all JOINTct3 To 50 - • ' 2 -518" DtAM �l--t'S L11MN5 -GO LAKEFRONT_ #4V�•-5. x 3+� � #4 X 3'-0lt ���n O.C. lb„ OL.(t�..W EA. Lee EA 3 sit � r TO ' f3LOGK. • � . d� �• ib" �(, 16 POU #� � i � Gtf=icATIQNs +� c.}�l)<R �� ILI � ° • # Q aON LS. 46 �RT5 nal t14 - TtNe. #3 TO P 1 p•G• X •.'"' i TIS0 1> 1rXpUG-gyp - #4.VERTS G14A W R l='Its- ' • --ac - • ' °. '" F,.112"-Ji7lAt''1=X 8 .. ® i6" a.G. '�` �D+ -� ° slA-ttrOlr. .A� 5ti I-a ''�•� • � x v _ --- - - y ALL��• ��N L �p 3.•� s�� �L� � . . • • • •. . E MN,�,,�}� 7{j ELEV. #4 " 2 dPRIOR LA © 5 51DE5 .# ,'. •A•.-, SM PLAN FOR d EE PLAN f✓OR ppNTROL flkovs, ,fpill"f LOCA • ' a SECTION- AS A S� t�LAN FOR5 c014TINUOU5 I=TC?. k tt-�• SECTION 54 4 54 III II III I I i'-D"���TION - �T Sa ONT0p h1T.5. Ty•i- ' )PE FOOTING 54 STEFT.ED 1 _ TNPIC r , 53 - 112" p IAjVA 5 A.t- 48"ANCHOR= See Sl eAADN,L - r-OR HALL Sam- - WoUIR.I<MENTS - " $LOCK owner shalt ' DETAIL Holm S & 6 ~` `�Q tab,the ow EC tion SECTIONS pECIL Ris ns re aired by 5 Gtion of certain �' - cordln to the NOTE S constru ditlon to the inspeG 10 egctton5 during C,�- d,and erected g o tion. CT TRA uire5 that in ad hall rovidep fabricate Latest Ad p STR n5truction i'A•l S•c baSe plates, k••f tnytitute of Steel f'O ori asyembltes, rawin 5• At structural steel Shall can5tgn S,be ng on d g ) the Arc► a tate noted Section 1'iQ1 req p ,tory who e _ IaBc eGtvt p ed Employ one or more a "Testing" MA �y 1� ��. fA vd ement and Shall be 9 = ��pp p specifications of r ,hall supply all c p p e Fleas . types of war atton and g engineer�- ormed ito re ,inns obsery supervision of the hall pew g y feel rade 6O) structural steel Stipp roces5 using B't0 electrodes in " workr the p d 15 t5 sand LonneGttony, and 9hatt design .•�d' '•.•: PLAN 1 OR GIa1 in, Gone ae5t Hated pe'r'son under aved standards an SiruGtvra .5 t. �� 9 $ ItGe S)� e r a with apps' � ba�OQ P sttffener5� P I � done by the Shielded n rNie;din 5 Siructura • r Co ante Society CDOI�AL ► AL T.; .V s. fppTINC� Et..t"r! '- ee rd s 5hal rico g �. 4 _ TTSQN INC . a ytructurat engin t5 of materia y in actio th in 28 day All welding �• ves the anai enc , accordance with the Reinforcing Steel rules of the American •rrroi y r `c Compressive, strengd aGcordanc'e with the the p erican Welding 5octe i d. C`x E s stip ag te5 o note st Adoption. of STRCTU�,p,L EN an independents 9 and inypeGtlon ►"� notice to the testing O .s.i, unless mate the testing guffioent, prior sonnei,The G°5t 4,04 P WetdIn Code, Lam the rule, sh 111 Goord $ rovide pultra of per or,k -- - comets 5,0pp p.5 . for footings r r p ed w on rade All we�ders 511 be certified -The contractor troct�o ailow roper sch g re eotedab g — Of the work.The con 3�p0 P.S.I. for or•°gress of the regvired work to 11 a eyult of failed tests and 5 and headers. _ — n nc, ection1,pD p.s.t. for masonry grout dill uai for Joists, beam . A. s t1'iapeGttD age 5ti or additional inep ted 2 rS,outhern mine, Mi6a,t5, `I'A 550 e n9 be No. 2 }dem r or eci. r no shall moisture- s�al1 be �n Of any N �,n& by the GOritraGtUr'• SE( + j(�'� Shat1 fm i I;F-7 p.5 t: unless Dimension lumber Sha _ and m e GGA or-A�'�`•' -- c�1�8�r�s 'T•�•`•� u_ ,..p" pEC iO► S _ Dimension lumber exp ossa lob Leh fe50rvative Np i/2 _l pEC M, Uis i ARKS Masonry Pir or Egvat. " _ �pressure treated w1��made Hem teed �-p end. see Schedule on R� j j E� GTi014 1 LOADS It studs shall � not 54 INSt' tem LI (basic, snow loadl Wa at Each A � F. � � of brldgin+g far ,jQlStslt have proper of bearing Yla NO Nf s R•tpTION or- I�tORK f,1O � Spat g header's Sha "Sim 50 Y� iaC� e•f• tnlood itntets and members shall be, framed with p TION 1-tor ' ta,!b, tc and id 12oof5 Pp°rtm Stair, Corridors and pian. joists not bearing an su }�ub1iG Areas So mph. AIt beams and 1 or equal. sic land Speed Strong Tte" •j©l5t hangE'X �,. studs C�..l�+t_o•G, . concrete 130p I T � interior wails to have-_a�.x�� Studs'°� tb" oma• mEmbera (stud wall, beams, etc. Ad.L LA's orting or exterior waits to have ether with 318" round M.B. JO shall bear the full width of Supp 133olts installed Wood Jtied g trete m Bu{loins rode unless otherwise noted. shall „ o.c.• con Uniform Gode de of �,or more'2x'5 be-thrv- in U rota Mate t3utid;ng con Wood beom5 r' valent eplk with 112” diameter round b to have a Minns Institute of Steel Go title moment-Res• American 5 EG• at 2'-CJ" ,p.,. Of equivalent each x111 plate tete• Refer to 3. put Goncre to institute A.l S.G. p s to ise bolted to Foundation ted mA5°'may' ~each end of each p concrete frame 4a Amerlodn lard Practice Sill plate of ea t,tdnval of Stan Hoards for yietdtng as modified � maximum to-extend 45" one bolt located wtthintiy rRt yielding Society Sia its with f and - American to of Timber construction minimum Of 2 boreg. of U.S.G• t Institut e55-Grade Lumber and its �ast;entng oft Schedule for additional uireme i.�tnf, 5tee American hist na for Str she w `l'• steel - Ams eoificatio in accordance with Schedule -1-0 prestressing ste SoGtatlon Nailing to be Nationol tional PGon�ete Masonry A5 Na '1�L Y sneer lumber a5 manufactured bby e 5• Welding1 'i YI L L in ,Georgia � �aC?1L�� oo m 5:• are Laminated v LouiSicma Pacific corp on draw csv lter5f th bolting "ib and Q11, orx g Embers noted oration lornatecp ode Go wt e+ng �ta, Lilt- rna 'iG F .f., i i?r,gcomllsn'ge :. -� Trv5•-Joist MaGMtlian G°r'p dustrtes and lse 6• 9 .p Qlu� v�r' ted r -- 11RIOA.- 1'[ Paclflo Corps Wtttamette factual Size• or{n are • . Structural mason, _ Kra mmw"OAL Ian 1• `L'' ns Openings and ,eCutp Gat sizes, shown C) p.e•1. C1 depresslo p - Sum cont. etectricat and mechan 8. f20inf©reed g'3t' cilmenslons and details of r e Architectural, YOW vfacturecl by the Location, all be verified by re iL supports 'hall win s are parallel Strand �a�tuat Size• of the porch q, insutattng-concrete drawings• oration. Size_ Shown on p GonStructt4n PSL members Hated on ra d f ioor s-Joist t�taGMillon coria Q, .s.i. ,,PSL members used mbers Service level 1. fill X11 Tru C74 uatel bra-e Pb�2gr� p.5.t., =20D0 p imantzed° pSL for ati walls until-140115 are adeq y it be pressure, treated Ol^bo to. 5proa -agptted dE temporary lateral support roof sha p fireproofing Prov{ or roof Structure. pt, Ge with manufacturer, tern nlcat drowin95- roof trusses shall be In accordari . and a bottom tl. Pilling,drilled p r�r� m "Cha and Gats sons 5 with archtteoturol and 5t be laced between Lumber for of°o dnord superimposed load of p size, and location of all o pawn on ytruGtural drawings mu p reG4mmend rasa fora top r/erify s and roof Hats Tru55e5 shalt bleUde��g or Cr it5ted on the drawings. 12. Shotorete 3a, 13b and 13c opening, in floor drawin s 1 mtaers. chord load fl p exceed 24 Q.G. rat me bmlt certified caiculattohaiwnot hop tndlcated on the architectural Q� struGtu Su grading laced 3" cl ear of acro of roof tray overhang, etc,- shall be 13. Spec. gr. g to n and 14b relnforctng p g vireo and designed d (tilt 140 f�OD'n continuous Spacing configuration, p ext. an 9 down irvese5,as required G — are cast-in-place GonGrete with drawings• hip jacks, step" bearing Wall footings la at corners and intersections,.fooitinngs Provide girder irimpos 14. Special cases ro55ing p d colo erlm imposed loads. t�aring to rnechantca'iy fasten truss Rei bottom and sides at 5 lice, and full G support ail sup anchors at truss ids 24 atom. lap p foottn s are centered under walls an provide, metal framing v it 9 �' er. e►"s, shalt be installed in accordance ;c GIA L tt GTiQi►{5 art of Pro lonot testing not strictly a port b9 Unless otherwise noted, wd to of footing• imam projection of ',roll or supporting memb re!sSlon memo .,, " are convent 5yvrance and Gan be p the tan are to p and bracing of truss'comp approval of the iru5y n asterisk ,alit, a indlcated b, under columns• tons shown on p shalt be t2" thick w�ih a min p'r' Bridging, or e e manufactvrer''s design and dtrec tones• ;tem, marked with a uat cl the owner without the t are required for adeq e rovtded by tooting elevat with the true I-tot bu must b p for walls not noted otUerwlSe section tooting, #� continua No field modiftcatton5 wilt be allow re nece5sar'y� i-HEREBY-CEi�'D� ��� PREPAREti3THIS NE the contractor. Alt ether work 4+, each side with 2- manufacturer. __. OR 5PECiFiCATtON vd rer shall provide metal hanger 14 e ildi G rtt�fGtGtu UN 'R MY DIRECT SUPERED Vt IONAR iI 15tate $u rag - CHI 1.4 x Wl� in center Truss ma _�._.--..._.,_ ' � -- __._- -- i l�lui DUI-Yt3NDER 71HEE1„�rNSAOF 7 L�'it��'� t© be 4„ thick with >�t 6xb � �t�1��0'�'1Ni6 y_ Tasting nits. ante _-� ENGINEER �� ete creme ora n1Ess noted. DA'TE_s--- i• �,pnGr rdanGe with AG1 re nt in acs on rade,u design in acco for Stump oral air entratnme All slabs 9 0 MIX g ourin with b• .w _ S" Glee',bottom and sloes a?!!E Provide concrete at the time of pouring of Sta __ tootings t stab Test Goner ___ tative strength in accord ante w r - ode and ns en under Such Slab on C' renter reinforcing b• ec1ftGat10 SLAB with the Sp rete cylinders for repres therefore •f'1i1Cd ' _ - _-- - 'upping Stab 4 c• Make an d test Gone , Q •5.i.,cher ...__ _r is shown under' a masonry wall, floor' tree 5geclficottons. ,wed on design stress tc 2�4 p H___.. re no footing or foundation 1401 d• pesign of GonGrete fig -___-- -- _ - .---__ ---�. Whe ned stab• t ins Gtion required. _ R,____ wall Shall Include a th{cke no ypeGta peOLOK°LLS interior shear wtxlt fig. tr"dEll � 4. Reinforoing 5tee1 s Otherwise' - at fns ectton of relnforGtng for pod fig unless noted ns for location of reinforc � in center, h face. place. 170 a provide perlodtc visa p See pia aced in pia a single e Gore,place one near eat _ When one bar is in an Inst�ore ,y.t. rout, rodded or' vibrated r5 are ag sof t/2 rim. t.�hen two ba rout g�ti�' t�1 s core at vertical 5teettn Itba s. p " e, lacement of Gore g _ �. sire titl block before, p based on design not rod with permanent reinforcing of �-_p _- -�- - 5i n of masonry ed on a perlodc W51S• units and t not exceed heights tam of each TO lift, then a maximum a. De 9 pe inspection may be p con, reesive strengths Wail construction sha provided at the bo to at _from the manvfaGturer of G retepma5ovenrq t eanOut holes are p of Gore grout. vmn piers and 40 diam, p 3 /99 vaii unless cl ►acement to cot assure compliance with „ fore atom. lap b. Provide I of m rt r and grout to U�-3 G.Section 2105 for alternate q, height Of �'-o be pcontinuou5 with 3D Suppliers of moria - t�. (i;Lefer to table 2 �erttGat steel rhatl noted. and Go1X"50. 3116" Side rods and °• required in U-5-0-fi t0bl rnethad5,} I{ces unle5 ceevranGe, vera icon far each 2� ft2 of wall area, all other sp tared every - I Insper provide horizontal J°int retnf orctng p Gore grouting - CqO grade N grade and exterior c, inspection of rnayonrygauge, Cr55 rods. mASo IN shat' be _ size and Spacing Unit �vncr'ete - G-2�0� Type M or S for E 01ow reinforcing d cieanovt5 {-follow un It be per masonry. 1. ht an y t aha p Ade rout pour height Bather procedure Mort and grout It. g M of Weather or cold w nr ;T e N for alt interior above gr Ill. h maso y yp' 13. 5xr,,aratton and�kfilt vatton for suitability for planned footing. a• �terlfg footing eX00 for comp�tecl baGkfttl. b• \terify materic used for specified Compaction, Test �pacte - tat C.�+ GII � �s`'ey'� � ledt ' walls. 14. 5p� I•,Od framtr►g anchors and ps cod naitin at gchedu oms ment of me g a. 1n5peGt place hotdown5►and • _ to ect placement of anchor bolls, b. gP r V e t' t _ - FRQER CK Bevrz r MILO THOMP: ; = ; 2 - 2 X 12 2800 FGSHAY TOWER • MINNEAPC. �+i?IDGE ,` ' - - TEL:C612,�sS2-1�,�4 `FAX{612y 332•�, -. . ea A*A v SKYLIGHT 4 _ . - �► tti . $Y SKYLIC*IT SUPPLIER. 2 X 6 RAFTERS 13/4 X 111/6 ; ' •� ;' 24" O.G. 1 3/4 X 11 T/8 PSL RIDGE 4; m P5L RIDGE �`' + REFER TO ARCH. 2XI0 • � %�► 4 DWG FOR RAFTER 5PAG1 NG. - _ FASCIA , 12 �o� - — - SIMPSON TYPE-0210 HANGER SKEt� 6�1 1/2"°, 1 3/4 X II Wf8 P5L 14 VERIfY SLOPE OUTRIGGER EACH TRUSS ? NAILS d 1 3/4 X 111/& LAKEFRONT P 24 SOLID BLOCKING - P5L RAIIFT115 ERS ® F..AGH END t2 �- 2 - 2 X b STUD CaC - _-_ _- --`- _ - OVER WALL BLOCK SOLID 14 ROOF TRUSS r - CHANGE IN -' __ 4 - 2 X 8 STUD TO ROOF DECK ROOF 1'RUSSCS Q ® SACH ROOF �' - - SHEATHING �� - X SEGMENT - GIRDER S� ARCH. 2 X b ® Ifi ® 24 O.G. ••/ to 2 X 4 & 16" KNEEWALL DBL 2 X b RIDI �- 2 - 2 X 6 STUD TRU55 ONC•6• •( DBL 2 X 4 BELOW UNDER PAVILION 12 RIDGE ICER a. _ i 5IMP50N TYPE H2.5 Fi2AMING ANCHOR EACH 2 X 10 TRUSS. SEE PLAN 2 X 6 0 Ib" O.G. FASCIA FOR HDR. STUD WALL. 51MP50N TYPE ----- - --- -- —-- SEE SHEAR Y�ALL 2 X 6 a Ib" O.G. H2.5 FRAMING SEE PLAN FOR . SCHEDULE SIMI�50N TYPE DEADER _ _ PRIOR LAKE I� N ANCHOR EACH VERIFY 2 X 6 0 1611 JOIST TRUSS, _ GLC. JOIST HANGER"iYP. - H� $Y TRUSS SUPPLIER SEE ARCH. - DNIGS ( VA I 10 VERIFY _ OVER DOOR 12 SUPPORT a GIRDER TR115SE5 s SECTION 4 SECTION SECTION 6 SECTION . SECTION2 SECTION � I/3" = f►_Q55 I/2" = I'-0" � - 112" = 1'-0" S5 1" = 1'-O" 55 II2" = I`-O" 55 SIDE � • 510E f� s��t-• DOT r SIMP50N TYPE A35TO A�NC.NOR TO � � X 8 * Z,4-" U.G. _ _ EACH RAFTER. SEE DTL 8/55 SIDE I� • FOR ADDN'L 3/8" SOT.� 5 - IOd NAILS Ia INFO. t TO P5L VARIES SIDE �.'S „ 5IMP50N TYPE H2.5 FRAMING _ �C ANCHOR F..AGH SiMP50N HANGER PSL RAFTERS Z RAFTER. _ TYPE HUa. 45 t _ * 24110.0. •` SKEIN VERIFY • ' '.� ROOF TRO55 SLOPE. a •G• ` 'C • ® 24" 0.G. k 5« MAKE 4 THUS PSI- !x ' G. 12 ®� / 4 OPP. HAND ��` 12 ��1' " Q' 12 VARIES 14 2XDfE SIMPSON TYPE 5 - 16d NAILS 14 ,�{��• To EACH �---H2.5 FRAMING SIMP50N TYPE � RAFTER - ' uj 2 X 10 p�I!► ANCHOR EACH - X 4 SIMP50N TYPE FASCIA I RAFTER H25 ANCHOR 2 . PSL 0 24" O.G. H2.5 FRAMING RAFTER KNEE WALL �E PLAN FOR 10 PSL 2 X 10 � ANCHOR EACH 5 1/4 Ij Q DETAILS" 51MP5oN TYPE __ --_ _ _- _ FASGIA� '� i2AFTER. 5 I/4 X16" ��C�i0N� tX� � HDR_01lE-R OPNG. 2 X 4 a 24 - � RAFTERS �� THRU PSL KNEEWALL i ANCHOR MEAGH 12 0 24" O.G. P51Lb BaLT HOLE I RAFTER PSL BM - PSL VARIE5 2 X b 0 � SEE $PLANRAFTERS �R' SEE PLAN = ,-�$ 16 O.G. VARIES 51MPSON-TYPE �;� F} MATTSON/MACDC)NALD INC H2.5 FRAMING STRUCTURAL ENGINEERS 2 X 6 0 I6" O.G. n ANCHOR.EACH itS 1111 TRUSS. I 1516 K LAKE STRM-T SEE PLAN FOR MtNNEAPOLl5,HjRe5orA 5540a t'A (61227 y825 HDR® OPN65. a X 6 6 Ib° N 1/4" GLC. FRAMING RABBET COL. t, 5 fl4" t, FL' I II2 X 5/16 X b"TO ACCEPT , _""--•—.-.�f- 2 - 5/8" � THRU BOLTS. SIDE T'L OUT TO OUT J SECTIONrlSECTION jO IO SECTION 11 � s SECTION SECTION " _ � a 1/211t-0SECTION — II2 — i-0 II2" = 1'-O" 55 II2" = I'-O" 55 II2" _ !'-a" 55 II2° = 1'-0° s5 ' S5 5 1/2" rJ II2" 01 318° BOT. I DAF 5M t t FOR f� 2 X 4 ® 16" O.G. i t 51DE-5 t TOP (TYPICAL) I TYP. W/I/2" APA RATED 63m Em Lb X 4 X 1/4 X O'-3" SHEATHING t 1 5I16 X 5 SIDE �.5 EA. SIDE LLV. I - 5/8" 0 LAG TO BM 1112 EA. SIDE. I - 5/5" l THRU BOLT TO • SIDE fE RAFTER.TO BOT. � I/4" 5 I/4 X 16" �t 5 I/4 X 16' �� BRACING L BM I i P5L BM 5 II4 X I6 P5L BM t i ® 48" O.G. DBL PROVIDE 1 t VERIFY 3 - IOd NAILS EACH t EA. END TO SIDE WALL ji -- - - 2X4'5 i 51/4X16" - 51/4X16" J P5L BM PSL BM U •• SHEAR WALL W/DBL TRU55 - 2 - 16d NAILS TOP VIEN 4 SHEATHING TOEA. 2X4 s 1/4" SEE 51 FOR' 0 4 ,�� SCHEDULE. �. FACE r . « 2 - 3/4" � SIMP50N E' NAIL TO 2 X 6`5 THRU BOLTS TO EA. BM �� - 5 ��� PRIOR TO APPLYING • --- --- CONNECT R OUTSIDE SHEATHING H - 14'II " j �------ fE 1 I/2 X 5/ib" X 6" M 2 - 5/8" 0 THRU BOLTSVA TO COLUMN — -- - - BBE.T COL. 5 t/4" TO ACCEPT 0vr TO OUTI HEREBY CERTIFY THAT THIS PLAN, REPORT, 510E __w._____ _ _.______ __ ______ ___________ ____ ________ __ __ _ _ __ ____ _ _ - __ �__._______ _ __ T _ _______. _._ _ ___ _ _. ___ ___�_ __ _ , _______ _ _____ ______ - _-OR SPECIFICATION WAS PREPARED BY ME OR- _- S E C T I 0 N--_ _ _ __�___ SECT_I 0 ____SECTYON 14 SECTION /0`061(�o — " 1 it UNDER MY-DIRECT SUPERVISION'AND THAT RED T OR 55 1 1/2" = l'-O" 55 I I/2" = 5✓ I/2" _ �'-0" t/a = 1-Q IENGINEER UNDER AM DULY A GTHE E�.AWSAOF THE CSTATE K OP DATE I . REG. Na. REG. NO. REG. NO. . _ IM14 COMM. NO. 3/22/99 DATE DLA DRAWN Dw CHECKED INS r REVtS 0 A y _ 11, t i i a i/1••'x^'•=^^— AL�yJ i° e RULE, L i# 1 Yitij .. FREDERICK BENTZ!MIL0 THOMPSON/ROBERT RIETOW INC. 28M POSHAY TOWER • mmEmOt.lSy,AmNp1ES0TA • 155402 TEL:(612)332-1234 FAX*(612)332-1813 www.b#r-archftct9.00rn *�N*A ` w�e• �y PLUMBING FIXTURE PIPE SIZE SCHEDULE FIXTURE DISCRIP71ON CW HW W V REMARKS -- P-1 WATER CLOSET P-1 A WATER 1" _ 4" 2,. ADA _ _ - ACCESSABLELAKEF'RONT PARK- CLOSET P-2 URNL. 1-1/4" _ 2" 1-1/2" _ P-3 LAV. 1/2" 1/2 1-1/2" 1-1/2 p SERVICE " " ,. " - —4 SINK 1/2 1/2 1-1/2 1-1/2 .... I j , '� P--4A 3 COMP 1/2" 1/2" 1-1/2" PAVILION iNOTES: - SINK 1-1/2" � � DIVISION 15 KEYED CONSTRUCTION P-5 JANITOR 3/4" 3/4" 2" 1-1/2 SINK GAS METER 3 ," „ UNDERGROUND _ 1 PROVIDE ACCESSIBLE STAINLESS STEEL ENCLOSURE p—g WATER 1/2" _ i-1 2" 1-1 2" ;`. " N FOUNTAIN / / CW. SEE DETAIL 2 � ���, DERGROUND OVER WATER HEATER, -PRIOR LAKE M 1"G_ SHVT 0 'W-� 1/2-G TO 5/Ml 1/2-G TO . � SEE DETAIL INDICATES MINIMUM PIPE slzEs - - --- VALVE N V RTICAL Y, wv' G FIREPLACE FIREPLACE 2"FD \ j S/. UNDER GROUND WASTE P . '{ ,rzt...<, G � *., MINIMUM U IPE 2" 2 FDO : ». ........... } _ v..v... ��_.. "V TO 4"VTR tt 4 PLUMBING SCHEDULE _ _ _ _ _ _ ;_ _ _ i= �.. . . .� » ,...w . MECHANICAL CON[ D AI N T?0 ; I 1-1/2'1/ U P ».::_ ;:_ UNDFRGRO .0 -� `' _ No SCALE PLUMPING 3 FD fx 1 CW. SEE DETAIL 't� t UNIJERGROUND • ' 3" '" ` ...�: t W P CW.I SE DETAIL " tf �4 i H-4 " 5/M1 -I2"F 15 1 3/4 ` ,3"M�<x '4. F- CO 4 2„ / „ CO I P LAN 1/2 T �• CO } EACH FURNACE ' � I •><. .. �...,........ .___ ...:,........A..,. , .,..».,,„ .... . ....r,., vK ,.. ... h. , ..>„ . .... ... r., . . .........._..... ., ».Mr .a. . . . s i t Y ,.,, w .•..M . 2" ..`T GAS ETR € L I - , . 1 W WH _ . i —J } t = 1"G I.E.=9 1 _ _ ` I DROP Td"VAT 0 0-MIN.- CH 3/4" ITING INV� T } � t \ WATER METER z SEE DETAIL 3/ME1 .... ................. ... ._ .. .. _. .. ». _» _.... . . ».....» _»...».»....... f CONCRETE SLAB SOFT COPPER CW PIPE t - 1 T4- MECHANICAL PLUMBING PLAN - - • INSULATION 4"PVC 5 UNDERGROUND COLD WATER PIPING DETAIL — Mi NO SCALE M:\DETAILS\D—ACSPNL _ I 1 �3 I TYPE 'C' PDI - I 3/4"CW TO 2" RATED SHOCK . WH—1 3/4-CW ABSORBER - --- —i I --- --- 1-1/2-V -- - - ®Copyright 1999NF - 2"1/ � r` 2"V _- L!/iYGY�i7ST, , /NC.i_______ ---- — or7sa ng ngneers - 1935 W County Rd B2 • Suite 300 St. Paul. MN 55113-2722 3"V UP TO 4"VTR - 651/633-1223- FAx 633-1355 1--1/2-CW \ ' _ 12"Fpm `` P_2 I 3/4-CW � - _ 2" � " i CO 1 —i \ — I 4 1 HEREBY CERTIFY THAT THIS PLAN, REPORT, !' OR SPECIFICATION WAS PREPARED BY ME OR /2 CW 1—�/2"CW ��A 4" � UNDER MY DIRECT SUPERVISION AND-THAT i 2„CW \ \ „ I I 2"FD I AM DULY A REGISTERED ARCHITECT OR I 3/4 CW TO �, 1 A I 4” ENGINEER UNDER THE LAWS OF THE STATE 1 — ��` - P�— OF idiNNESOTA A 3/22/89 -P1 A �` J 1-1/2»V U P TO - - ---------- WH- UNDERGROUND I 1/2-CW I---�� �'`�` 4"VTR 6 2 16196—PETER A POTVIN REG. No. CW. SEE DETAIL P-1 A �'�� 1-1 2"V 5/Mi (TYP_) UNDERGROUND �_��� 1-1/2"V `` 2" 4" / CW. SEE DETAIL 3/4-CW / " — 5/M 1 (TYP.) �� REG. NO. 3/4 CW � I • H-3 2"CW i I �=4A ; ` 4" REG. NO. i r ` - 3/4"CW TO � � WH-4 3/4"CW - i 2 FD " I - . WH-3 • 2 I 98.Z13.�0 COMM. NO. 3/4 HW t — ' 3„FD 00'0 I � -- 4A 3/21/99 - - - DATE -- - i - - - -- - 27Cw - --- - -” co 3" 2A 3/4"CW 2 CW CO DROP TO MATCH JaC DRAWN 2" EXITING INVERT P-4 WATER METER LE.=941'-6„ P AP CHECKED ,WH SEE DETAIL 3/ME1 - r \ _ REVISIONS 2 WATER RISER M, NO S 3 WASTE RISER GALE _ M 1 NO SCALE 1� _ 0 3 0000 a:araz^.1rr:czs. _.nM sr_nzAx..rsAZA-z xrwa+M 'rar y c sarz: �cvu S^ :Mel •16CSJl.AC.i^ALC^^d86i; 1 } FREDERICK BENTZ/MILO THOMPSON/ROBERT RIETOW INC. 2600 FOSHAY TOWER • RMNN tANNESOTA • 53402 TEL:(612)332-1234 FAX:(612)332-1813 wwwAW-nr+chlbect&c om N0140 4R tNt t } `KY4t•NA. .t m V��S••\4�t1y,YM - • t SIN••'7!i •Y LAKEFRONT PARK ELECTRIC UNIT --HEATER BY DIVISION 16A- 4.E 4 M2 = . . .---------- _ PAVILION 3604 RETURN DN s� DIVISION 15 KEYED CONSTRUCTION NOTES: UNDERGROUND REFRIG. �` _ ` r\ A-10xfi LINES IN 4" PVC SLEEV •(2)A-1 ox6 250 ELECTRIC UNIT M N 150 E � -320 E-1 Q-32.0 E-10-320 � z�1 � 14"� TRANSFER DUCT w C 140 GRILLE. TRANSITION - --- 2. ,, ` : , _ - o�.( TER BY . / - >� `00 �s .`T i_ •.tac�s. : r, �_ .,r :.r OF ROOM xs_ w1f ,...� :._, = ,. : t ,�� �� D ION 16 TO 6-14x 14 GRI . ra.�- LLE !N CEILING (2)1-1/8"REFI 1 _ 2 X : m tO £ - (2)B-1 Ox 10 2 2" CONCENTRIC F SUCTION LINE., 0 o FLUE THRU ROOF ;.r • ,,� 3 f 4 :` 200,... ._ w,..w.: .... I 7 2x6 2x6 . MECHANICAL A-1 oxs (2)3/8"REFRI _ F-1 150 : > 50 0x6 t ;3 D-24x72 VERTICAL RETURN GRILLE. MOUNT „,,,� � 1 ,.. 6" AFF. LIQUID LINES; _� t I �.. _ ^ , ..« �»n }, z = „ HVAC CU =- �'��"�� 28x2 �', i " ""`� 1 4 A-18 4 A-10x6 o 'Ii i _ RISE DUCT INTO SKYLIGHT. COORDINATE LOCATIONS w ARCHITECTURAL _ 6x 14 150 150 / = x 2xs� _ = PLAN 2 % Ir` ~i. Ella w- X e 8 ) 10x 10 - - x O TSTAT TO CONTROL F-1. Fes.. REMOTE T STAT IN MULTIPURPOSE M2 M �` £� t 5 C) 20 ; r -10-32 E -,�.0-320 _E ,1 -320 r ,.' ROOM. ., . BDD 2 �' �- �� �C� �� 1 34 - � �>��•�"_r, . °.,C �,��-� ,� ,' r _ - 24x36 EXHAUST 1 fid}+ _} 'G . Y ELECTRIC=UNIT 6 COND DRAIN TO TO 3"FD. SEE M1 FOR EXACT FD LOCATION. 6 1'4w_ _ ` i+�' , .. =< HEATER 4Y LOUVE ^ -N DIVISION 'I6 ---- — '3 E ,v t . {f ' 14X12 OA DU _ ; BDD _ — CONNECT a"CONCENTRIC VENT TO FIREPLACE. • DROP INTO ,.,. A 10x6 \ _ PLENUM FROM } � 250 _ I ATTIC SPACE. ow 4, 24x36 OA - - ELECTRIC UNIT t a LOUVER 3 HEATER f BY r = DIVISION 16 r , t ` ! VN• Nw,•M,,,Mw,wv«n• A_M.w,Mw__w VN• iH,AN,wN.W.Y NN wnn„v,.,nwisnnri .v:. .n.vnvvt nx v,etnwny\w,w,w,,,,. w.Y,V3Y.._' NN MvnpMM.MMNY My i,.rvu_«.,•..nw AIV ,rMw_r,Mrw_w µ,n•nrw,•t.Nwww_p VN � �' '�•3'�� �/ .I. ` r . � ^fir r yxYV - • t A-f r-_ 1 MECHANICAL HVAC PLAN i — 1 - 18"o SUPPLY �;';, j DUCT \.. A-10x6 ` r ` 10"0 TAKEOFF 150 (TYP.) �$ 0 N ATTIC SPACE .01 • 18"0 IN ATTIC SPACE 16x16 SA INLET IN ATTIC /-16x16 EA INLET IN ATTIC 18"I� SUPPLY �r y h,• r.r`�, j` 1606 SA DUCT _ `` 2 rya _4- SPACE SPACE `` �� = DUCT FROM HX- ._.._ EXHAUST . T t 10"0 TAKEOFF X DUCT ! X30 :`, : : ''`���� E-10 324 tea. (TYP_) 2 24x36 EXHAUST FILTE FILTER 3 LOUVER 3 <.` ,y ({'":''• \ v::is r n t .• rte.,: �-, e;bey, ,o-'' ,`'• , Y ,*' � } � `k`''•`'�`•:`'• ( '. .?,;* •f'.- x'M`` .s^`" ,, of rx':iLGy'..,S"" - I Vit.:,.• r§ I + HX � +s •` -'A,w.'-•,w� �7 Yr- � _ � 1•''»' ��` DX-2 _ r FILTER RACK FL-1 ;; s:rf` ! FILTER ' .°"' � . .� _ _ ........ { f }' _ FI RACK FL- FLEX. FLEX. CONN. TYP • >.> _= F-1 E RET RN---,,,",,, I '�>$j(}j .''r,a_ _t.2;+*r I -3 A^,y.'^ ( - 4-- \.v"l • = w« e , Iww..v.•W i 4 '+ BDD PROVIDE HINGED ACCESS DOOR I PROVIDE HINGED ACCESS DOOR _ pcopyrrgnt 199s t I = _ _ _ ' ._:: _ LGIY WIST IS' A 7WN , hV w GASKET AND 4 CAM LOCKS ���>, �� ��r w/GASKET AND 4 CAM LOCKS � ' �. FOR FILTER ACCESS. "12x1'4- , FOR FILTER ACCESS. - 1 _ _ �:_ 1935 W County Rd 82 • Suite 300 ai _ ««-«-- ..,.,y,z ar m.. 6 1 J633 1223 • FAX 633-1355 Poul, MN b51 t3-2722 5 COND DRAIN TO 3"FD. SEE M 1 FOR EXACT 1/2-COND DRAIN TO 14x36 14x 12 SA DUCT FROM - ..- - - - --- - -` - - ------- --- ______ 3 FD_ SEE M 1 FOR HX-1. CONNECT DUCT INTO € OF FD. -____ _. " RETURN _PLENUM. � _ . � _ -------------------------------------- - I _- EXACT FD LOCATION. .�_,��.�.�.««,...�,......_.._,._......._.�««....�......_-..- ,«�.,�_.��.�,.��.,��, _. ._ ANGLE IRON STAND BY DIVISION 15 _�__. __.. - s ! HEREBY CERTIFY THAT THIS PLAN, REPORT, ... ..-,- _ ,.- ♦w wr•w,.••w,w+„,a,. «r,•w.«......r«---w..,.•,i««u W«.r.n...«.,«.w•-•.__--_--_.___,•,r rw.„•.•...•.,«•e Q► OR SPECIFICATION WAS PREPARED SY ME OR MECH.— .��M PARTIAL SECTION MECH. ROOM PARTIAL SECTIONUNDER MY•DIRECT--SUPERVISION AND-THAT-23 MECHANICAL SECTION ? 1 AM DULY A REGISTERED ARCHITECT OR M2 1/4' = 1'-0' ENGINEER UNDER THE LAWS OF THE STATE M2 1/8' = 1'-0' OF MINNESOTA TE 3 22 99 16196—PETER A POTVIN REG. NO. REG. NO. REG. NO. 98.213.00 COMM. No. 3/22/'99 DATE JAC DRAWN PAP CHECKED REVISIONS l , O J.-.l.•S-Vrs^L'i{•fix(L %•ih0. F N YSV.y - t�iO Y_a. ••j -SGtitc_YJ.i. .tt__-off" r - GRILLES , REGISTERS; DIFFUSERS . SCHEDULE �ER11Ck BENMiPAW M-iOMPSONiROBERT RIETOW M.,MECHANICAL SYMBOLS260 rOSHAY TOVVM • -,#AW MNNESOTA . ♦ 55402MECHANICAL ABBREVIATIONSMECHANICAL DATA TEL:- -1� FAX:{6,2) -1$13 _wwwJ&-arc, Axwn HVAC SYMBOLS AND ABBREVIATIONS: PLUMBING SYMBOLS AND ABBREVIATIONS: AFF ABOVE FINISHED FLOOR LG LENGTH HIGH PRESSURE STEAM SUPPLY -HPS-- SANITARY PIPING BELOW GRADE � � AP ACCESS PANEL LF LINEAR FOOT HIGH PRESSURE STEAM RETURN -----HPR--- SANITARY PIPING ABOVE GRADE ADJ ADJUSTABLE LIQ LIQUID LOW PRESSURE STEAM SUPPLY ----LPS� VENT PIPING ------- MARK TYPE REMARKS AC AIR CONDITIONER LSW LOWSIDE WALL LOW PRESSURE STEAM RETURN -LPR- ACID WASTE ---- AW- A SUPPLY AIR GRILLE TITUS 300 RL W/SIZE AS NOTED AFMS AIR FLOW MEASUR 1 NG STAT 1 ON PUMPED CONDENSATE RETURN -PC- AHU AIR HANDLING UNIT MH MANHOLECHILLED WATER SUPPLY ACID VENT ---AV--- B RETURN/EXHAUST GRILLE TITUS 350 RL W/SIZE AS NOTED ALT ALTERNATE MBH THOUSAND BTU'S PER HOUR CHILLED WATER RETURN -CHWR- STORM PIPING BELOW GRADE C SUPPLY TRANSFER GRILLE SEIHO RHV ROUND 22.5' DEFLECTION PREFINISHED WHITE w SIZE AS NOTED ALUM ALUMINUM STORM PIPING ABOVE GRADE SUPPLY/ / < ANGLE - MAX MAXIMUM MANUFACTURER CONDENSER WATER SUPPLY _CWS---- _-� D RETURN GRILLE TITUS 33RL - BAKED ENAMEL FINISH(COORD. COLOR WITH ARCH I TECT)w/SIZE AS NOTE APPROX APPROXIMATELY MECH MECHANICAL CONDENSER WATER RETURN CWR COLD WATER AD _ HEATING WATER SUPPLY HWS- HARD COLD WATER ---HCW- E SUPPLY REGISTER TITUS ML-39, 4' LONG, 1" SLOT, 3 SLOT AREA DRAIN MIN MINIMUM -.---ARRANGEMENT, - - _ -__ __ _ _ _____.____ _- _ _ _ HEATING_WATER- RETURN _ _ _ HWR-_ _ SOFT__COLD-1NATER- - ___ _ ---SCW- -_ z__ _ __ ARCH ARCHITECTURAL/ARCHITECT M I SC MISCELLANEOUS SCELLANEOUS - - ` -- - -_-= - -- - PA-R K LAKEFRONT - MOT MOTOR I ZED GAS G HOT WATER --- AUTO AUTOMATIC LIQUID PROPANE LP_ RECIRCULATING HOT WATER NAT NATURAL REFRIGERANT SUCTION _ RS- DEIONIZED WATER ---DI- F1 L T E R SCHEDULE BDD BACKDRAFT DAMPER N NECK REFRIGERANT LIQUID RL BFP BACKFLOW PREVENTER NC NORMALLY CLOSED REVERSE OSMOSIS WATER --RO- MECHANICAL DATA BTU BRITISH THERMAL UNIT NO NORMALLY OPEN FIRE SMOKE DAMPER +- - 4 FS AIR -A- FILTER T BTUH _ BTU PER HOUR PIPE UP - --�WO OR BANK--�- B DATA FILTER DATA BLDG BUILDING FIRE DAMPER .�.•- . �. FD ' OPNG OPENING PIPE DOWN :-) OR -Q--- FACE MAX&P PAVILION OB OPPOSED BLADE VOLUME DAMPER VD # OF VELOCITY CLEAN DIMENSIONS (IN.) EFFCY CAB CAB I NET OA OUTDOOR AIR FLOOR DRAIN �FD MARK LOCATION/SERVICE CFM FILTERS (FPM) (IN.) L X W X D (90) NOTE - CUH CABINET UNIT HEATER OD OUTSIDE DIAMETER0.25 CAP CAPACITY BACK DRAFT DAMPER '�- - =+ BROOF DRAIN ® FL-1 F-1 / RETURN 3500 3 350 24x24Xx2 30 DD RD Cl CAST IRON OS&Y OUTSIDE SCREW & YOKE CL - CENTER LINE PIV POST INDICATOR VALVE MOTORIZED DAMPER M AREA DRAIN ®AD - COG CEILING CLEANOUT PLBG PLUMBING THERMOSTAT T O SHOWER DRAIN ®SD PNEUM PNEUMATIC HUMIDISTAT o PRIOR LAKE MN -CW COLD WATER PVC POLYVINYL CHLORIDE CLEAN OUT OR COMB COMBINATION LB POUND SENSOR _ Q CMPR COMPRESSOR PSIA POUNDS/SQUARE I NCH 'ABSOLUTE CO CO CONC CONCRETE PSIG POUNDS/SQUARE INCH GAUGE REVERSE ACTING THERMOSTAT --- ' COND CONDENSATE WALL CLEAN OUT OR CONN CONNECTION PRV PRESSURE REDUCING VALVE SUPPLY DIFFUSER CONT CONTINUOUS/CONTINUATION or POWER ROOF VENTILATOR OR Co CO CONCENTRIC FLUE SUPPLY AIR MECHANICAL & CONTR CONTRACTOR RETURN GRILLE WALL HYDRANT +- T° ExTE"DTHRU FLEX ELECTRICAL CU FT CUBIC FOOT � RAD RAD 1 ATOR or RAD I AT I ON - EXHAUST GRILLE -� WHRooF(TYP.� CONNECTION(TYP.) CFM CUBIC FEET PER MINUTE RWL RAIN WATER LEADER HOSE BIBB }_ - --REC RECESSED SUPPLY/OUTDOOR AIR DUCT UP HB HEAT EXCHANGER - DMPR DAMPER RHW RECIRCULATING HOT WATER GAS QA FILTER SCHEDULES RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER ,x CAPPED PIPE C SUPPLY RA FILTER • DEPT DEPARTMENT REF REFRIGERANT SUPPLY/OUTDOOR AIR DUCT DOWN '"�� OA EA DIA o r � DIAMETER - REG REGISTER FLOW DIRECTION INLET DIFF DIFFUSER RETURN/RELIEF DUCT UP DIRT LEG INLET - DIM DIMENSION RCP REINFORCED CONCRETE PIPE DDC REL RELIEF RETURN RELIEF DUCT DOWN DIRECT DIGITAL CONTROL REQ REQUIRED RETURN/ DX DIRECT EXPANSION RETURN � RPZ D I SCH DISCHARGE RAT RETURN AIR INTERNALLY LINED w/SOUND INSULATION F-1 �2 DN DOWN REV REVISIONS 1 2 3 4 5 6 7 DS DOWNSPOUT RPM REVOLUTIONS PER MINUTE VAV BOXE \ DF DRINKING FOUNTAIN GAS UNE-/_4'r NE / DB DRY BULB - -- - RF ROOF POINT OF CONNECTION TO EXISTING 1. SHUTOFF VALVE ' As VALVE / RD ROOF DRAIN � \ / POSITIVE AIR FLOW _� 2. BALANCING VALVE -PRESSURE \ / EA EACH RM ROOM 3. AIR VENT REGULATOR \ ELEC ELECTRICAL SAN SANITARY NEGATIVE AIR FLOW -�-► 4. STRAINER UNION l SCH SCHEDULE RETURN DUCT `/ �/ SUPPLY FAN EWC ELECTRIC WATER COOLER 5. CHECK VALVE i T O , ( ( O EL ELEVATION SEN SENSIBLE FIN TUBE RADIATION 6- LOW HAZARD REDUCED PRESSURE ZONE BACK FLOW PREVENTER \ EAT ENTERING AIR TEMPERATURE SS SERVICE SINK or STAINLESS STEEL 7. HIGH HAZARD REDUCED PRESSURE ZONE BACK FLOW PREVENTER EWT ENTERING WATER TEMPERATURE SHT SHEET ► EQUIP EQUIPMENT SH SHOWER I OUTLET EXHAUST FAN OUTLET EF EXHAUST FAN SCW SOFT COLD WATER 7 ANGLE IRON STAND EXH EXHAUST � SPEC SPECIFICATION BY DIVISION 15 EXIST EXISTING SF SQUARE FOOT SUPPLY QIFFUSER: SUPPLY/RETURN/ EXP EXPANSION SS STAINLESS STEEL EXHAUST GRILLE: NOTE: EXT EXTERIOR STD STANDARD - - -- --- - 8 9 10 11 12 13 14 15 16 17 REFER TO HVAC PLANS FOR EXACT DUCT F FAHRENHEIT SP STATIC PRESSURE QUANTITY QUANTITY CONNECTIONS TO FURNACES FCU FAN COIL UNIT STRUC STRUCTURAL �STM STEAM -NECK SIZE 8- CONTROL VALVE 2 AIR TO AIR HEAT EXCHANGER DETA�. - -- - -- - - -- ---- -- - -- -- - -- - 1 FURNACE DETAq. ' FT FEET SUCT SUCTION (2)A-10-320---CFM 820)OD-24x12-GRILLE SIZE 9. PRESSURE REDUCING VALVE OR PRESSURE REGULATOR ME NO �' '� `""s�°- " ME No SCALE FPM FEET PER MINUTE SA SUPPLY AIR � �� TYPE 10. FLOW VENTURI OR FLOW CONTROL FITTING - FPS FEET PER SECOND SUSP SUSPEND �CFM IF APPLICABLE 11• SOLENOID VALVE FLEX FLEXIBLE SW SWITCH { ) 12. THERMOSTAT F & TJ FLOAT & THERMOSTATIC TRAP 13. SHOCK ABSORBER FL FLOOR TEMP TEMPERATURE FIRE PROTECTION SYMBOLS: 14. UNION FD ESSURE GAUGE FLOORDRAINTC TEMPERATURE CONTROL 15.16. FLEX CONNECTION.. - TCC TEMPERATURE CONTROL CONTRACTOR 17. PRESSURE RELIEF VALVE GAL GALLON TD TEMPERATURE DIFFERENCE UPRIGHT SPRINKLER O GPH GALLONS PER -HOUR PENDANT SPRINKLER _ FIN TUBE RADIATION: ` GPM GALLONS PER MINUTE STAT THERMOSTAT GALV GALVAN I ZED THRU THROUGH SIDE WALL SPRINKLER Q GA GAUGE - TYP TYPICAL - - _ LENGTH GEN GENERAL EXTENDED COVERAGE_ SIDE WALL SPRINKLER _� ________ _____ - EXPANSION JOINT A-3'---0"-2.8---MBH GR GRILLE UL UNDERWRITERS LAB FLOW SWITCH UNEX UNEXCAVATED PIPE GUIDE TYPE HD HEAD UR URINAL - PIPE ANCHOR UH UNIT HEATER HVAC HEATING, VENTILATING & AIR CONDITIONING _ - HGT HEIGHT VAC VACUUM M.\DETAILS\MECHSYMBOLS\MECHSYMUST.DWG HP HIGH PRESSURE OR HORSEPOWER VAV VARIABLE AIR VOLUME HSW H R HORIZONTAL VSD VARIABLE SPEED DRIVE ELECTRICAL. DATA K E Y HP HORSEPOWER VVT VARIABLE VOLUME AND TEMPERATURE HB HOSE BIBB VEL VELOCITY STARTER REMOTE CONTROL BY HW HOT WATER V VENT VTR VENT THRU ROOF IN INCH VERT VERTICAL Type Control TXpe Type INT INTERIOR V I B VIBRATOR/VIBRATION AT Auto Transformer HLO High - Low - Off A Aqua Stat E Electrical ID INSIDE DIAMETER VCP VITRIFIED CLAY PIPE CS/CB Combination Starter with Circuit Breaker HLOA High - Low - Off - Auto BAS Building Automation System G General I NSUL INSULATION VOL VOLUME CS/FD Combination Starter with Fused Disconnect HOA Hand - Off - Auto FS Float Switch M Mechanical IE INVERT ELEVATION WH WALL HYDRANT CS/MCP Combination Motor Starter with Motor Circuit Protector PB Pushbutton NC Normally Closed Aux. Contact 0 Others _ IPS IRON PIPE SIZE W WASTE _ MAG Magnetic Full Voltage Non-Reversing R Reset Only NO Normally Open Aux. Contact S Sprinkler WTR WATER MAN Manual SS On - Off Selector Switch PE Pneumatic Electric Switch TCC Temperature Control KW KILOWATT - WC WATER CLOSET MSS Motor Starter Switch PS Pressure Switch Contractor LAV LAVATORY WT WEIGHT PW Part Winding Pilot RT Reverse-acting Thermostat LV LEAVING WB WET BULB REV Reversing A Amber T Thermostat LAT LEAVING AIR TEMPERATURE W/ WITH SSU Switch and Fuse G Green TC Timeclock LWT LEAVING WATER TEMPERATURE W/0 WITHOUT TOG Toggle R Red VSMC Variable Speed Motor Controller - M:\DETAILS\MECHSYMBOLS\MECHABBR.DWG � Wye Delta - 2S2W Two Speed (Two Winding) 2S Two Speed (Single Winding) - - NATURAL GAS FORCED AIR FURNACE SCH EDU LE MECHANICAL DATA ELECTRICAL DATA WATER METER BLDG. COLD WATER SERVICE - BLOWER DATA GAS DATA STARTER REMOTE CONTROL EXT. _ UNION (TYP) GATE VALVE (TYP) STATIC WHEEL - DISC. EXT. PRESS. DIA. & MBH MBH FLUE SEE H.P. VOLT CONN. SW. SEE MARK SERVICE SCFM (IN.) WIDTH TYPE SPEEDS RPM_ INPUT OUTPUT DIA. NOTE F.L.A. PHASE TYPE CONTROL PILOT AUX. BY TYPE BY BY BY NOTE -.-- 2- F-1 MECH/UP FLOW 175 �, 0.5 11 x10 CENT 4 1075 80 74.4 2 1 3/4 120/1 CS/CB - - - M T M M E - CHECK COLD WATER SERVICE VALVE p Copyright 1999 LMMIXST, /�7L1M PY�1W ct Bl�ND�/P, hK F-1 MECH/UP FLOW ,1750} �Y 0.5 11x10 CENT 4 1075 80 1 3/4 120/1 CS/CB - - - M T _ M M E - FLOOR - ---Ccr�su/fmg£ngi�eers - 9935 W County Rd 82 • Suite 300 St. Paul, MN 55113-2722 651/633-1223• FAX 633-1355 1. PROVIDE TWINNING KIT AND CONCENTRIC VENT PIPE - - - 2 ►.� �.. _--C 0 N D E N S I N G^ UNIT -SCHEDULE 4 1 HEREBY CERTIFY THAT THIS PLAN, REPORT, MECHANICAL DATA ELECTRICAL DATA OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT REFRIGERANT COMPRESSOR GOND. FAN STARTER REMOTE CONTROL 3 WATER METER PIPING DETAIL 'ENGINEER UNDER TI�EEuws of THE srATE - AMBIENT VIER. TM N. TOTAL DISC. M E 1 NO SCALE M:\DETAILS\D_wTRMP OF MINNESOTA DATE 3/22/89 UNIT MBH TYPE SUCTION TEMP.- ISOL. SEE CIRC. FUSE VOLT/ _ CONN. SW. SEE MARK SERVING CAPACITY TEMP. (F) ('F) No. RLA No. RLA TYPE NOTE AMPS SIZE PHASE TYPE CONTROL PILOT AUX. BY TYPE BY BY BY NOTE jAo2 CU-1 F-1 55.6 R-22 42 95 1 28.8 1 1.4 PROP - 37.4 60 240/1 - e1 -PETER A REG. NO. CU-2 F-2 55.6 R-22 42 95 1 28.8 1 1.4 PROP - 37.4 60 240/1 W4783-J= M IL.LEEN REG. NO. REG. NO. AIR TO AIR HEAT EXCHANGER MECHANICAL DATA ELECTRICAL DATA 58213.0 COMM. NO. ' SUPPLY AIR EXHAUST AIR DIMENSIONS STARTER REMOTE CONTROL SA/ SA SA EXH EXH DISC. 3122/99 DATE EXH EXT. EAT LAT EXT. EAT RH HEIGHT WIDTH DEPTH N.P. VOLT CONN. SW. SEE MARK LOCATION CFM EFF. S.P. F (F) S.P. F (90) IN (IN) IN NOTE F.L.A. PHASE TYPE CONTROL PILOT AUX. BY OTE { ) C ) { { ) TYPE BY BY BY N TQC HX-1 MECHANICAL _ _ _ DRAWN =_ y = .25 -20 20 .25 70 20 50 28 50 1,2 120/1 MSS - E TC M M E 1. CLEAN AIR FILTERS. � - ,�_ , PAP CHECKED . , 'A ` 2. TYPE E VIBRATION ISOLATORS �� �` - Dx COOLING COIL SCHEDULE ELECTRIC WATER HEATER SCHEDULE REVISI°Ns MECHANICAL DATA \ MECHANICAL DATA ELECTRICAL DATA AIR DATA CAPACITY STARTER REMOTE CONTROL EAT ('F) LAT ('F) FACE COIL TEMP. DISC. _- REFRIG. AP VEL. SENS. TOTAL SIZE ROWS/ CAPACITY RECOVERY RISE NO. OF VOLT/ CONN. SW. SEE C MARK LOCATION/SERVICE SCFM TYPE DB WB DB WB (IN.) (FPM) MBH MBH (H" X W") (FIN/IN) REMARKS MARK (GAL.) (GPH) (•F) ELEMENTS TYPE \ SERVICE KW PHASE TYPE CONTROL PILOT AUX. BY TYPE BY BY BY NOTE �o DX-1 F-1 / CU-1 1750 R-22 78 65 54 53 .02 500 37.9 55.6 - - - WH-1 - - - - INSTANTANEOUS \ CONCESSIONS 9.5 240/1 MAG - - - - A M M E =_; zr •-I � l \ �LYA^l• ^sYY T DX-2 F-2 / CU-2 1750 R-22 78 65 54 53 .02 500 37.9 55.6 - - - WH-2 - - - - INSTANTANEOUS \ MENS 9.5 240/1 MAG - - - = A M M E - 100 ^t FYI Mr INSTANTANEOUS \ WOMENS 9.5 240/1 MAG - - - - A M M E t E WH-4 INSTANTANEOUS \ MECH. ROOM 9.5 240/1 MAG - - - - A M M E ^ ixaily i'^ F - - - - 1 y FREDEF UCK BENTZ/MIL TH Y RI N /RODERT ET'OW INC. 2600 FOSHAY TOWER • A N MWN A ¢� ' • 'i8lS402 TEL:(612)332-1234 1WC:(61?J 32-1813 VA y0 J/ ' y f ` � G •Y »i `W�•' T y'��wtR � _.`IIiI.W' ELECTRICAL SYMBOL LEGEND I LIGHT FIXTURE SCHEDULE _ ELECTRICAL SYMBOL GENERAL NOTES ELECTRICAL ABBREVIATIONS SYMBO DESCRIPTION M T - --- NL NIGHT LIGHT- _ _ - FQ v Ft0OR OUTLET (P=poketthr ,,-F=f! sh,-S= urface 0- PNEUMATIC-_ELECTRIC_ _ SWITCH CLAKE 1. THESE SYMBOLS COMPRISE A STANDARD LIST. pH PHASE - - pedestal, additional symbI mdicv es type R ALARM MANUAL STATION 4$ - -- LETTER FIXTURE N LAMP LENS MANUFACTURER REMARKS- ---- _= - _ , ' K NOT ALL SYMBOLS MAY APPEAR ON THIS ED-- FIE LAR M U MOU TING � U CURER & REMARKS - _- _t _ _ _ � • PNL PANEL W 250 VOLT RECEPTACLE R=ran e, DR=dryer, - - 4` --U 0T PROJECT. PR PAIR R W=welder { g 18 H(E) AUTOMATIC HEAT D ECTOR, 135' ROR TYPE TYPE DIFF SER --CATALOG-NUMBER PTR PRINTER� (H indicates 200'F 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF PVC POLYVINYL CHLORIDE PARTITION WHIP F DUCT HEAT DETECTOR A DOWN SURFACE 3) 13W TWIN WHITE VISA UGHTING CM 1030-3F13-PT COLOR AS DIRECTED DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS PW D s D DUCT SMOKE DETECTOR & SAMPLING TUBE LIGHT TUBE GLASS ADVENT BY ARCHITECT INDICATED ON ARCHITECTURAL WALL ELEVATIONS R POWER CABLE TRAY s AREA SMOKE DETECTOR FLUORESCENT ' GLOBE ell RMC RIGID METALLIC CONDUIT HOMERUN TO PANEL L2 CCT 1 3 5 0 „ OR AS NOTED SPECIFICALLY ON THE DRAWINGS e' REC RECEPTACLE #6 Cross marks indicate number of wires. Do- FIRE ALARM HORN 80 2700'K SHALL TAKE PRECEDENCE OVER MOUNTING _ REF REFRIGERATOR umber at- cross marks indicates wire CM- FIRE ALARM BELL 80 _ � � � - HEIGHTS LISTED BELOW. size if different than s ecified minimum - ---- - - B - WRAP SURFACE 2 F032 T8 ACRYLIC - UGHTOUER WA240 120 SO P'Al' VILION SPEC SPECIFICATION p �-- FlRE VISUAL ALARM 80 � ) A SURF SURFACE 1•S Mark with dot indicates AROUND 35WK PRISMATIC LITHONIA #LB-232-120-GES 3. DASHED SYMBOL INDICATES EXISTING. SW SWITCH grounding conductor. Wire counts F[0- FIRE ALARM CHIME 80 - _ SWBD SWITCHBOARD shown on proper amountCoftwiresr �' /VI ► COMBINATION HORN- SIAL �0- 4. SLASHED SYMBOL INDICATES TO BE REMOVED. TEL TELEPHONE for circuiting and control intent.) COMBINATION SPEAKER SIAL No, - TERM TERMINAL --�- CONDUIT EXPLOSION PROOF SEAL C INDIRECT WALL (2) 25OW GLASS VISA LIGHTING #CB5060-2T250-PT COLOR AS DIRECTED 5, SHADED LIGHT FIXTURE INDICATES CONNECTION TO (F=fire alarm) T-4 LENS ADVENT BY ARCHITECT THE EMERGENCY SYSTEM OR NIGHT LIGHT TRANSF TRANSFORMER CONDUIT CONCEALED IN WALL OR CEILING - • CIRCUITS. TV TELEVISION �'"~ CONDUIT CONCEALED IN/UNDER FLOOR COMBINATION CHIME/VISUAL 80' TYP 'TYPICAL CONDUIT RUN EXPOSED Fps] FIRE ALARM SPEAKER, CEILING (stem indicates ELECTRICAL ABBREVIATIONS LINO UNLESS NOTED OTHERWISE CONDUIT TURNED UP wall mounted at 80'D D INDIRECT SKYUGHT (2) TI DOW GLASS VISA UGHTING #CB5060-2T100-PT COLOR AS DIRECTED AB ABOVE BACKSPLASH V VOLTS �^� CONDUIT TURNED DOWN F© FLOW SWITCH T-4 LENS ADVENT BY ARCHITECT - PRIOR LAKE M N AFF ABOVE FINISHED FLOOR W WATTS �-'y CONDUIT STUBBED OUT & BUSHED spF SUPERVISORY SWITCH (gate valve) AFG ABOVE FINISHED GRADE WP WEATHERPROOF FLEXIBLE CONDUIT Fp FIRE FIGHTER INTERCOM JACK 46' ARCH ARCHITECT/ARCHITECTURAL W/ WITH ,�'" EXISTING CONDUIT OF MAGNETIC DOOR HOLDER,WALL(F=floor mounted) E - "' a AT XFMR TRANSFORMER --UE— UNDERGROUND ELECTRIC (OE = overhead elec.) DS MAGNETIC DOOR HOLDER/CLOSURE COMBINATION EMERGENCY SURFACE SE ED DUAL LITE #EZ 2 90 MINUTE MAINTENANCE ATS AUTOMATIC TRANSFER SWITCH SYMBO DESCRIPTION HT -UT— UNDERGROUND TELEPHONE (OT = overhead tel.) Lf_l AT DOOR HEAD. (S=built in smoke detector) SEALED BEAM BIGBEAM FREE BATTERY BPI BASE POWER IN --LV-- LOW VOLATGE RACEWAY AND CABLE ® FIRE ALARM CONTROL PANEL ELECTRICAL SCHEDULES C CONDUIT 20 ELECTRICAL NOTE (see electrical notes Ed MAINTENANCE HOLE ® FIRE ALARM ANNUNCIATOR PANEL CAB CABINET on some sheet) unless otherwise noted. MM END OF UNE DEVICE F DIRECT WALL (1) 70W GLASS BEGA #2483MH WET LOCATION LABEL AND DETAILS H HAND HOLE R© FAN RELAY ED-17 LENS (FOR REFERENCE ONLY) PROVIDE $800 ALLOWANCE • CB CIRCUIT BREAKER A fixture type (capitol tetter-see fixture schedule) F�-- FIRE ALARM REMOTE PILOT MH EACH FOR MATERIAL COST CCT CIRCUIT OR CIRCUITS 2 circuit number 0 TRANSMISSION POLE CLG CEILING Qzp ELECTRIC DUCT HEATER C0- BELL CMT CONDUIT EMPTY TO PURCHASE FIXTURE a� NDERFLOOR DUCT & JUNCTION BOX FO- CHIME G INDIRECT WALL (1) 100W GLASS BEGA #2479MH WET LOCATION LABEL CONN CONNECTION, CONNECTOR OR CONNECT switch identification (lower case letter) � PUSHBUTTON 46 CONTR CONTRACTOR Two letters indicate double switching. number of lines indicate number of ducts) ED-17 LENS (FOR REFERENCE ONLY) PROVIDE $600 ALLOWANCE Switch nearest door to control � SURFACE RACEWAY (see spec. for type) BUZZ FORMER, CONTROL MH EACH FOR MATERIAL COST DOOR COORDINATE outboard lam s , other switch to /D- BUZZER DC DIRECT CURRENT pd( � � TELE/POWER POLE _ control inboar amp{s). ® AMPLIFIER TO PURCHASE FIXTURE DED DEDICATED CIRCUIT � CLOCK OUTLET (M=master, D=digital, A=analog) 86 -�° IN-WALL AMPLIFIER DN DOWN - O SURFACE POINT SOURC LIGHT FIXTURE {stern PANELBOARD, SURFACE sW SPEAKER C (LING stem i d�ca s wall _ DWG DRAWING indicates wall mounted -+fir PANELBOARD, FLUSH mounted', =surface enclosure - EA EACH 0 RECESSED POINT SOURCE LIGHT FIXTURE ® SWITCHBOARD (shown to scale) DM- PROJECTOR TYPE SPEAKER --- --- - - POLE LIGHT ARM MOUNTED (open circle 6 TELEPHONE TERMINAL CABINET M MICROPHONE OUTLET— ELECT ELECTRICAL indicates number-& orientation -of_luminaire _ _ -- - CM EMERGENCY CIRCUIT es CONTROL/SPECIAL-CABINET EQUIP EQUIPMENT NIGHT LIGHT, WALL MOUNTED DISCONNECT SWITCH NF=non-fused 60" o— PROJECTOR OUTLET t 8 K � C ) " A AUDIO OUTLET 18' EXIST EXISTING -•�- POLE LIGHT, POLE TOP MOUNTED MAGNETIC STARTER 60" VIDEO OUTLET 18' EWC ELECTRIC WATER COOLER !.� W COMBINATION STARTER/DISCONNECT 60" o- VOLUME CONTROL 46 F FUSE BATTERY EMERGENCY LIGHTING VT MEI- START/STOP STATION 46 SECURITY SYSTEM CONTROL PANELFA FlRE ALARM - .iTriangles indicate lighting headMOTOR CONNECTION (letters indicates motor e R FDR FEEDER EMOT� EMERGEENCE L QHTING U IT name, see schedules on me sheet) �'Y OCCUPANCY SENSOR P A N E L B CD A R D SCHEDULE FIN FINISHED rtan(If indicate lighlung heads ems- SWITCH (small tetter 't�di ates light fixtures 46' DOOR SECURITY CONTACTS FLR OR FL FLOOR controlled, 2=2-pole,3=3=3 -way, �] MAGNETIC DOOR LOCK _ RECESSED BATTERY EMERGENCY LIGHTING K=keyed, MC=momentary contact, L=low SIM ELECTRIC DOOR STRIKE PANEL VOLTAGE MAINS CAB. BRANCH CIRCUIT DEVICES I FUT FUTURE `T ,, UNIT (triangles indicate exposed lighting heads) voltage, P=pilot lighted _toggle, D=door) ®-- SECURE ACCESS KEY SWITCH 46 NO PHASE MTG. FIXT FIXTURE, LTG URFACE OR PENDANT FLUORESCENT FIXTURE MBA-- MANUAL STARTER CM- CARD KEY ACCESS SWITCH 46 WIRES TRIP j FRZ FREEZER ® shown to scale, stem indicates wall mounted) TYPE LOC. AMPS QTY SIZE POLES USE REMARKS ' GND GROUND INDICATES ALL DEVICES UNDER ONE COVER [� RECESSED FLUORESCENT FIXTURE PLATE SPECIAL PRP R PT L-1 120/240V MCB TOP AMPSURFACE 3 50 2 WATER HEATER PROVIDE GND BUS AND GFI GROUND FAULT CIRCUIT INTERRUPTER (shown to scale) DESCRIPTION HP HORSEPOWER !-- PILOT LIGHT IN SEPARATE GANG 46" 1�, 3W 2 20 2 HAND DRYERS SUITABLE FOR SERVICE � HP HEATING TRACK LIGHTS & TRACK 60o&- DIMMER (number indicates size in watts when 46 �-. 20A, 25OV, 10, AC, 2-POLE, 3-WIRE. GND 18 29 20 1 LIGHTING / REC ENTRANCE RATING. 65,000 AIC. noted) A NEMA 6-20R 2 20 1 SPARE PROVIDE HANDLE LOCKS ON HTR HEATER BARE LAMP FL ORESCENT STRIP (length o- TIME CONTROL SWITCH 58" BREAKERS SERVING ALL IG ISOLATED GROUND -- - - shown to scale " *� 20A, 125/25OV, 10, AC, 3-POLE, 4-WIRE, GND 18 WATERS HEATERS. JB OR J JUNCTION BOX OO - VARIABLE SPEED CONTROLLER 46 B `''� EXIT SIGN (stem = wall mtd, shaded quad- NEMA 14-20R KO KNOCK OUT : .: : :rants = faces, provide arrows where shown) I�-- RELAY " KW KILOWATTS COMBINATION EXIT & EMERGENCY LIGHTING HEADS CONTACTOR 20A, 25OV, 30, AC, 3-POLE, 4-WIRE, GND 18 KVA KILOVOLT AMPERE (stem = wall mtd, shaded quadrants = faces, Q- PHOTOCELL CONTROL NEMA 15-20R LOC LOCATION provide arrows where shown) DATA OUTLET, DESK (W=wall mounted at 46") 18" �- 30A, 125V, 10. AC, 2 POLE, 3-WIRE, GND 18 LTG LIGHTING, LIGHTS OR LIGHT TELEVISION OUTLET (C=camera, R=remote 18" D NEMA 5-30R WALL WASH LIGHT FIXTURE (shaded onion C© control CC closed circuit A=antenna LTFC LIQUIDTIGHT FLEXIBLE CONDUIT indicates orientation away from wall _ ) 30A, 250V 10 AC 2-POLE 3-WIRE GND 18 MAN MANUAL TELEPHONE OUTLET, DESK W=wall mtd at 46" 18" �E NEMA 6-30R L-2A 120/240V MCS TOP AM SURFACE 1 -50 2 WATER HEATER PROVIDE GND BUS AND MC MOMENTARY CONTACT '~0 RECESSED ACCENT IGHT FIXTURE {arrow { ) 14 3W 2 60 2 A/C UNITS SUITABLE FOR SERVICE MCB MAIN CIRCUIT BREAKER indicates orientation p INTERCOM OUTLET, DESK (W=wall mid at 4fi") 18' 30A, 125/25OV, 10, AC, 3-POLE, 4-WIRE, GND 18 / MCC MOTOR CONTROL CENTER (D CEILING JUNCTION BOX (stem = wall mtd.) VOICE AND DATA IN ONE GANG 18 �F NEMA 14-30R - 2 30 2 MECHANICAL ENTRANCE RATING. 65,000 AIC. (W=wall mounted at 48") 3 20 2 HEATERS PROVIDE HANDLE LOCKS ON MECH MECHANICAL SINGLE RECEPTACLE " 30A, 25OV, 30, AC, 3-POLE, 4-WIRE, GND 18 3 20 1 LIGHTS / REC BREAKERS SERVING ALL MIN MINIMUM � DUPLEX RECEPTACLE 18' O' THERMOSTAT, ELECTRIC NEMA 15-30R 8 20 1 SPARE WATER HEATERS. MLO MAIN LUGS-ONLY TRANSFORMER, POWER (shown to scale) 15 20 1 SPACE MLR MOTOR � DUPLEX RECEPTACLE, EMERGENCY POWER 18' u (&- 50A, 125V, 10, AC, 2-POLE, 3-WIRE, GND 18 PROVIDE SUB FEED LUGS DAMPER MOTOR, ELECTRIC H NEMA 5-50R FOR SECTION "L-2B". MSB MAIN SWITCHBOARD � FOUR-PLEX RECEPTACLE 18' - ------- - r ' CT CURRENT TRANSFORMER CABINET 50A, 125/250V, 10, AC, 3-POLE, 3-WIRE, GND 1 g MS MOTOR STARTER FOUR-PLEX RECEPTACLE, EMERGENCY POWER 18' j NEMA 16-50R MTC EMPTY CONDUIT � Q METER, POWER '' MMTTD EMPTY MOUNTED GFI DUPLEX RECEPTACLE 18' -L GROUNDING ELECTRODE SOA, 125/250V, 3�, AC, 3-POLE, 4-WIRE, GND 18 ` GFI DUPLEX RECEPTACLE, EMERGENCY POWER NEMA 14-50R L-28 120/240V MLO BOT 400 AM SURFACE 2 150 2 COURT UGHTS PROVIDE GND BUS AND NIC NOT IN CONTRACT 18 Q AQUASTAT 50A, 250V, 34�, AC, 3-POLE, 4-WIRE, GND 10, 3W 8 20 2 HOCKEY RINK SUITABLE FOR SERVICE NF NON FUSED CEILING OR COUNTERTOP RECEPTACLE ® CIRCUIT BREAKER �L NEMA 15-50R 2 30 2 SLIDING HILL LIGHTS ENTRANCE RATING, 65,000 A1C. 1. cPcuTts IRED RECEPTACLE (numbers indicate 18' 18 20 1 SPACE ALL BREAKERS ARE TO BE - PROVIDED BY SITE ELECTRICAL LKP8 ENGINEERS 1-15-96 CONTRACTOR. BARRIER 800A f fi 6 t UTILITY C CABINET NEUTRAL BUS 1� EMPTY TRANSFORMER BONDING JUMPER L-2B L-2A L-1 UTILITY COMPANY CT CABINET - TRANSFORMER GROUNDING STRAP GROUND BUS TO GROUND STUD 0 #3/0 BARE STRANDED - COPPER GROUNDING f 2 ELECTRODE CONDUCTOR- _ GRADE 3 •. TWO 10' LONG, 3/4" DIAMETER '� 1 . • `' �. '�. is COPPER CLAD GROUND RODS. 30" MIN DEPTH BELOW DRIVE SO TOP OF ROD IS 6" - r - Ir PRIMARY GRADE PER NEC BELOW FINISHED GRADE AND _ - 300--5 10'-0" SPACING. LOCATE RODS DIRECTLY OUTSIDE 1 SECONDARY CONDUIT SERVICE ENTRANCE. POWER RISER DIAGRAM AND CONDUCTORS TO = - 3 MAIN DISTRIBUTION - SCALE: NONE PANEL MDPNNW r 1 KEYED NOTES: r ®Copyright 1999 �, ! UTILITY—SHALL FURNISH AND INSTALL: - ---- -- - - - --- - -- - - _ ran rrsr, AXIO, Pnr7N�rM14", w�-1T _ 10 TWO SETS, 3"C. 3#500MCM & 1#1/0 GND TO- UTILITY PAD MOUNTED _ - -- 1935-w County Rd e2 . Suite 300 _ -- TRANSFORMER_ (PVC SCHEDULE 80 BELOW GRADE WITH RMC ELBOWS 1. PAD MOUNTED TRANSFORMER _ ,_ _ sssjs -',223• FAX 63371355 ABOVE GRADE.) = - - w - --- __ 2. PRIMARY CABLE AND TERMINATIONS PROVIDE CONNECTION - _r- 1 20 PROVIDE 800 AMP C/T CABINET. __. TO -WATER.__PIPE_-- �I HEREBY CERTIFY THAT THIS PLAW,--REPORT, _ - - 3. TRANSFORMER GROUNDING SYSTEM - }- ----- �-� ^ -- - ----- ------- _ _ ... � PROVIDE BONDING - ' OR SPECIFICATION WAS PREPARED 8Y,ME 0i2 � 30 PROVIDE SERVICE ENTRANCE GROUND PER NEC AND LOCAL AUTHORITY 4. TRANSFORMER PAD JUMPER AROUND UNDER MY DIRECT SUPERVISION AND JHAT REQUIREMENTS, SEE ba- AILTHIS SHEET. WATER METER I AM DULY A REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE E r 40 STUB OUT BELOW GRADE THE FOLLOWING EMPTY CONDUITS FOR SITE WATER METER. PROVIDE CONNECTION LIGHTING FEEDERS: 2-2" & 3-11". COORDINATE SIZE WITH SITE LIGHTING TO STREET SIDE OF METER. -SEE of MINNESOTA DA 22 ,s9 ;p CONTRACTOR. DIVISION 16 SHALL FURNISH AND INSTALL: p MECHANICAL DRAWINGS FOR LOCATION K0. j 5 PROVIDE METER SOCKET. COORDINATE WITH SERVING UTILITY COMPANY. 1. SECONDARY C AND IT FROM CT OF METER. 17 83-JOHN M KI EN A° REG. No. O CONDUCTOR A CONDI CABINET TO PANELS "L1 & L2" - 60 3"C. 3#500MCM. 2. CT CABINET NOTE: TEST BUILDING GROUNDING SYSTEM. REG. NO. E REFER TO SPECIFICATIONS_ - 3. CONDUIT AND WIRE BETWEEN UTILITY TRANSFORMER AND CT CABINET - - - - ,REG. N0. 4. CONDUIT AND WIRE FROM CT CABINET TO METER - r COMM. NO. UTILITY SHALL FURNISH -AND CUSTOMER SHALL- INSTALL: - _ - F, MAIN ELECTRICAL SERVICE GROUNDING 3/22/gg : DATE R 1. METERING CURRENT TRANSFORMERS - "" _ SCALE. NONE - 2. STANDARD METER SOCKET .Y LARKIN� DRAWN RJSTAD"r CHECKED 21 r MAIN ELECTRICAL SERVICE DETAIL 'REVISIONS= SCALE: NONE ELECTRICAL DRAWING INDEX E1 ELECTRICAL'SCHEDULES AND DETAILS ,, = E2 FLOOR PLAN-LIGHTING, POWER AND SIGNAL - �°++•..s- 4 � ef..ti':rrrri���=:sem"r: " - v � • +.stL;.r.•zassaavY--sAaaavrara- • r -. f a•`%�'' ..xa may:'» -F$- r'SR$ -elf 0 7-A -^YEA - ' •LLYJCbtiYT iVYR4a^.I.JL _ T { r ` S-....YYYM1•••�..-Y-