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HomeMy WebLinkAboutBP 2025-00058 Building Permit & Plan SetCITY OF OAK PARK HEIGHTS 14168 OAK PARK BLV11 N. OAK PARK HEIGHTS, MN 55082- (651) 351-1661 FAX: (651) 439-0574 ADDRESS 5885 MEMORIAL AVE N PIN 06.029.20.12.0020 LEGAL DESC STILLWATER MOTORS ADDITION LOT 01 BLOCK 01 PERMIT TYPE BUILDING PROPERTY TYPE INSTITUTIONAL CONSTRUCTION TYPE NEW CONSTRUCTION VALUATION $ 376,000.00 III I III 11111111111111111 ISSUED: 04/23/2025 Permit #: 2025-00058 NOTE: CONSTRUCT CITY WELL PUMP HOUSE PER APPROVED PLANS. MUST COMPLY WITH ALL APPLICABLE CONSTRUCTION CODES, AS ADOPTED BY THE CITY OF OAK PARK HEIGHTS, CITY ZONING ORDINANCES, AND ANY OTHER RELATED AGREEMENTS BETWEEN APPLICANT & CITY. SPECIAL INSPECTOR REPORTS SHALL BE PROVIDED TO THE CITY BLDG DEPT. SEPARATE PERMITS REQUIRED FOR PL, ME & FIRE - ELECTRIC PERMITS REQUIRED FROM MN DLI - ELECTRICAL DIVISION. FEES WAIVED. PASS-THRU FEES PAID BY CITY OF OPH. APPLICANT AMERICAN LIBERTY CONSTRUCTION INC 6011 LONE OAK RD - #101 PO BOX 547 ROCKFORD, MN 55373- (763) 477-9900 OWNER CITY OF OAK PARK HEIGHTS 14168 OAK PARK BLVD N OAK PARK HEIGHTS, MN 55082- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to: (1) the conditions of this permit; (2) the approval plans and specifications; (3) the applicable city approvals, Ordinances, and Codes; and, (4) the State Building Code. This permit is for only the work described, and does not grant permission for additional or related work which requires separate permits. This permit will expire and become null and void if work is not started within 180 days, or if work is suspended or abandoned for a period of 180 days any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformanck with the Minnesota State Building Code. BUILDING PERMIT BASE FEE 0.00 PLAN REVIEW 0.00 STATE SURCHARGE -BUILDING 188.00 TOTAL 188.00 Payment(s) CHECK 71693 188.00 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF OAK PARK HEIGHTS PERMIT NO.: 2025-00058 14168 OAK PARK BLVI)t N. DATE ISSUED: 04/23/2025 OAK PARK HEIGHTS, MN 55082- (651) 351-1661 FAX: (651) 439-0574 ADDRESS 5885 MEMORIAL AVE N PERMIT APPLICANT: PIN 06.029.20.12.0020 AMERICAN LIBERTY CONSTRUCTION INC LEGAL DESC STILLWATER MOTORS ADDITION 6011 LONE OAK RD - # 101 LOT 01 BLOCK 01 ROCKFORD, MN 55373- PERMIT TYPE BUILDING PROPERTY TYPE INSTITUTIONAL (763) 477-9900 CONSTRUCTION TYPE NEW CONSTRUCTION VALUATION : $ 376,000.00 CONSTRUCT CITY WELL PUMP HOUSE PER APPROVED PLANS. MUST COMPLY WITH ALL APPLICABLE CONSTRUCTION CODES, AS ADOPTED BY THE CITY OF OAK PARK HEIGHTS, CITY ZONING ORDINANCES, AND ANY OTHER RELATED AGREEMENTS BETWEEN APPLICANT & CITY. SPECIAL INSPECTOR REPORTS SHALL BE PROVIDED TO THE CITY BLDG DEPT. SEPARATE PERMITS REQUIRED FOR PL, ME & FIRE - ELECTRIC PERMITS REQUIRED FROM MN DLI - ELECTRICAL DIVISION. FEES WAIVED. PASS-THRU FEES PAID BY CITY OF OPH. BUILDING INSPECTION RECORD 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. For Inspections Julie 651.351.1661 / jhultman@cityofoakparkheights.com INSPECTION TYPE DATE INSPECTOR INSPECTION TYPE DATE INSPECTOR FOOTINGS FOUNDATION WALL & WATERPR( FRAMING INSULATION LATH ELECTRICAL -FINAL PLUMBING -FINAL HEATING -FINAL AS -BUILT CERTIFICATE OF SURV] BUILDING -FINAL INSPECTION COMMENTS: IN ACCORDANCE WITH CITY ORDINANCE, NEW OR SUBSTANTIALLY REMODELED BUILDINGS SHALL NOT BE OCCUPIED UNTIL ALL WORK HAS BEEN APPROVED, AND A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED BY THE BUILDING DEPARTMENT. THIS CARD MUST BE POSTED AND VISIBLE AT ALL TIMES UNTIL WORK IS COMPLETE. sI r9 � d I EDA AWARD NUMBER ED23CHIOG0094 VICINITY MAP o z000 AND r5i Scale in feet V Reviewed for 4J Code Compliance 7£ Q=D _aa � � 3 OAK PARK HEIGHTS, MINNESOTA PUMP FACILITY NO. 3 g �6 u �� 5 f'�WS 2024 `g26 57p0 , IM 3 DRAWING INDEXw= GENERAL G101 TITLE SHEET AND INDEX PROCESS G102 LEGEND D101 PIPING PLAN D301 PIPING SECTION CIVIL D302 PIPING SECTION C001 EXISTING SITE, REMOVALS, AND TRAFFIC D501 DETAILS CONTROL PLAN D601 SCHEMATICS C101 WELL NO: 3 SITE PLAN C102 GRADING PLAN MECHANICAL Q C201 TEMPORARY EROSION CONTROL PLAN M101 PLUMBING PLAN C401 WATERLINE PLAN & PROFILE M102 HVAC PLAN O C501 DETAILS-1 M601 SCHEDULES 1) LLI ARCHITECTURAL ELECTRICAL z A101 FLOOR PLAN AND SCHEDULES E001 SYMBOLS z X A201 EXTERIOR ELEVATIONS E101 ELECTRICAL SITE PLAN O w A301 BUILDING SECTIONS IE201 LIGHTING PLAN Z z A501 DETAILS IE301 POWER PLAN C/) >- z A601 DOOR, WINDOW AND LOUVER DETAILS �E601 DETAILS F.—IE801 SCHEDULES U L STRUCTURAL < _ S101 STRUCTURAL NOTES, FOUNDATION AND LLJ FRAMING PLANS = H S501 DETAILS .. I,,., . • F - Q 'THIS P N SET��NTAINS 29SHEETS. G • e I � 7.2 r••` s/�1 • /•VTR I ,,.U! • er iED i FO EU.:; 7 1 1'V. AL, �sz Win 0 MARY McCOMBER MAYOR Chuck Dougherty COUNCILMEMBER Carly Johnson COUNCILMEMBER REVISION DATE 91DsE 71W! Mike Runk COUNCILMEMBER Mike Liljegren COUNCILMEMBER Jacob Rife CITY MANAGER - CITY ATTORNEY SUEVEY Andrew Kegley PUBLIC WORKS DIRECTOR DR—N SI DESILee Mann CITY ENGINEER GIEIK DLK ��Dr:D APPROVED ILK P{C]-NO. 1 J3Cz0139 Yam. 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ALL LANES TO REMAIN OPEN ---------- DURING CONSTRUCTION. ooa o oa 5 if I 4 i y I rr11 II I� �aet�:=� _ ■� � I` '�--'� `\ � __-1-�� ��� "�" � i� -- i I \ I rflr Ir r '' �I \ _ •\ V ; \+ l V l f I I� f Vp, 3 .1l r/\ l i �.♦♦ r Z i t I 1 ! r4' I; \♦ /�� _ j_] PROPOSED WELL PUMP � FACILITY NO. 3 ♦♦_ ' d L I I I I! S h F. \ \ I 1 D_ ! I + 1 ! ! 3s�^,. I �♦ \ i, / Q llt! f f ! r g V RiN 1 �'i, I \ - 7, `- ♦♦♦ . �� /r FYI I I 5 EXISTING PROJECT SIGN �_,ti { e )1' I w 0 N I 1 t r r r f! I I i 4` I - 1 INSTALLED BY WELL DRILLER - - Z U r _ 1 - _ U 1 1 J I 1 1 i t III I I ; r 1 \'�` _ ♦' •�' / Z ch LL 1 r I I I ~ ``^' ' 0 LL Q \ I } I j r f r I r 1 I I .�'B ` 1 _ \ �r^�'•_ J) ,' / i< 7- !Y 0 1�r It Itt !11 r �r// p r`! ��( roBe 'y��-� _ �I \ `• �/ /y t U Q I f I I I I r ! A ! ll� -- - �- \ \ �\ / -- - - - - - - - - - - - - - - - - - Lu De R MEMORTALAVENUENORTH-_rj�\ EL `-�.QD � jilt" 1 11 c 1'�� !� .v �r /- r{ t r i� ! I 1 ! 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"� 1011119 '4 ONV aanO HO1VW Ol lmor 3aooS m = :r-"---1- eanJ HJ1VW HSINW WOoae H9noa NOIltlA3l3 OldWVa3a0Os 1NIOP.UL a311f19 _ ONV OVOa NOIIVA313 Ol HO1VW eano HolVW AVM3AIaO n n m omam M 3gao' 8na� o -o A=b o �s Gaso a; a _— ===28'-4" 10" 2'-4„ 11-2" 3'-4„ 214' _ 14.-8" . DASHED LINE 1, o INDICATES EDG OF ROOF ABOVE — ------------------------• ------ — I 2 1 c V-4' N I I 4" CONC PAD -VERIFY SIZE AND LOCATION W/ ELEC CONTRACTOR I Fes- a° x k i i PIPE THROUGH FLOOR -SEE PROCESS DWGS FD 1 T� 0 1 A i- 0 V r CONC PUMP BASE 6 EYEWASH -SEE { — FD MECH DWGS is — CHEMICAL —_ O j ROOM r —�---: PUMP ROOM is FD FE 101 103 _ ` EYEWASH -SEE I l '? 0 wi I MECH DWGS I — CH — EYEWASH -SEE L MECH DWGS — CONTAINMENT RIDE O I, DASHED LINE I O FLUORIDE TANFLU(K-SEE PROCESSDWGS INDICATES ROOF ROOM HATCH ABOVE FE 102— DOOR AND FRAME SCHEDULE NUMBER DOOR FRAME FIRE RATING HARDWARE GROUP (NOTES SIZE MATL TYPE MATL TYPE DETAIL WIDTH HEIGHT THICK HEAD JAMB SILL IOTA 3'-0" 7'-T 1 3/4" FRP F FRP 1 A/A601 B/A601 C/A601 101.0 102A 3'-0' T-2" 1 3/4" FRP F FRP 1 A/A601 B/A601 C/A601 101.0 103A PR 3'-O" 7'-2" 1 3/4" FRP F FRP 1 AIA601 B/A601 C/A601 83.0 - LOUVER AND WINDOW SCHEDULE LETTER FRAME MATL SIZE STYLE GLAZING TYPE DETAILS NOTES WIDTH HEIGHT L1 ALUM 2'-0" 7-9" LOWER - 7,8,9/A601 - L2 ALUM 11'-13/4" 1'-101/4" LOWER 10/A601 - W1 MET 2'$" T-B" BY MFGR 4,5,6JA601 FIRE RATED WINDOW ASSEMBLY is I I F - - M CD c w w I 1 1 I ¢ I + 9 -vSL )PE a SLOPE — — — — — — — — — — —� ------ --------- --a-- -- -------- ---- -------- — TOOLED TOOLED �� _ �. _ �, JOINT 1 JOINT 5 A101 20'-8" 6'-8" 8'-8" 6'-113/4" 6-41/2" 9'-31/2" T-41/2" 3"-71/2" 3'-41/2" 2'-113/4" MO MO MO 1 fees FLOOR PLAN v 1'•6'3' 6 ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE MATL WALLS -_ROOM CEILING NOTES MATL FINISH NORTH MATL NORTH FINISH SOUTH MATL SOUTH FINISH EAST MATL EAST FINISH WEST MATL WEST FINISH MAIL FINISH HEIGHT 101 CHEMICAL ROOM CONC SL-1 CMU CMU M-1 CMU M-1 CMU M-1 CMU M-1 CONC M-4 10'-0' 102 FLUORIDE ROOM CONC SL-1 CMU CMU M-1 CMU M-1 CMU M-1 CMU M-1 CONC M-4 10'-0' 103 PUMP ROOM CONC SL-1 CMU CMU M-1 CMU M-1 CMU M-1 CMU M-1 CONC M-4 10'-0' ��gl3 R% o= EDA AWARD NUMBER ED23CHIOG0094 DOOR WIDTH SEE SCHEDULE i DOOR FRAME TYPE Q!V W LOUVER TYPES v FIRE RATED WINDOW ASSEMBLY WINDOWTYPES L2 Reviewed for Code Compliance u 4) 4-1 dN E z o y � u � M u � a o oD_ Oo �n n oh < UE R z i u o�_ NEa� Szw� '3=2 LoQa ua— < z `o 0 Lu Z Z V) 2 W 2 CL Q X c7 w J O o Z w x V) J z U a Q g CL a L 0 � EL LL H EvRlDH ATE D EID SE1 "E"4 SURVEY DRAWN DESIGNED WP CHECKED WP A"W.%FJ] EPP PROJ. NO, 17N20139 SHEEP NUMBER A101 L ROOF -MOUNTED EXHAUST FAN - SEE MECH DWGS PREFIN MET STANDING -- SEAM ROOF PANELS PREFIN MET FASCIA AND N DRIP EDGE EL 954.50 PRE FINISH ED ALUM LOUVER FOR-1 W/ WALL TIES AS SPECIFIED PRECAST CONCRETE m WATERTABLE -v STN-1 W/ WALL TIES AS SPECIFIED TOP OF SLAB EL 944.50 vl#5 OWLS W/ STD 90 DEG HOOK - MATCH VERT REINF TYP PREFIN MET STANDING -- SEAM ROOF PANELS OVER UNDERLAYMENT AS SPECIFIED PREFIN MET FASCIA AND DRIP EDGE TI vDprwcraGeDiur. I CONT RIDGE VENT 12 4F— D149,1XL`•J ,v' Ill � b rAA ay� I �f RS-1 - PAINT TO MATCH ROOF PANELS — 1 \ 1 Asai I2'-0" r PREFIN MET RAIN I GUTTER AND - — — — — - I DOWNSPOUT — -- 5' 6 5/8" R-49 INSUL-4 OVER VB-1 8" PRECAST CONC PLANK FBR-1 1 PUMP �R ROOM 103 IS FRP DOOR AND FRAME - I 6" CONC SLAB W/ f #4@12"OCEW — — tiA ._-�11_i,_:E:r-"• 2" INSUL-1 2'fINiL^� 16" CMU W/ HORIZ MASONRY REINF EVERY OTHER COURSE AND #5 VERT REINF @ •1.--I- t 4'-v 48" OC MAX TYP - GROUT CORES AT REINF - T r CONC FTG W/ (2)-#5 2,-4„ CONT-TYPICAL ALL 2'-4" —4'-0" — FOOTINGS BUILDING SECTION 2 2x6 BRACE FROM ROOF .� ASPi TO SILL AT 4'-0" OC-TYP I RS-1- PAINT TO MATCH ROOF PANELS EL 951.50 ` ■ _ CAULK JOINT (TYP) R-49 INSUL-3 OVER VB-1 FBR-1 W/ WALL TIES 14 - 8" PRECAST CONC PLANK AS SPECIFIED _Z 8" BOND BEAM 94 OWLS @ 24" OC DRILLED PUMP W/ (1)-#5 CONT AND DRIVEN INTO CONC TYP ROOM 3" INSUL-2 OVER TYP 04 g DAMP-1 CHEMICAL FLUORIDE ROOM 103 8" CMU W/ HORIZ MASONRY ROOM 102. JOINT REINF EVERY OTHER R 11011COURSE AND #5 VERT REINF @ 4'-0" OC MAX TYP - GROUT _ - PRECAST CONCRETE WATERTABLE 1 4 CORES AT REINF 4 A3al REV A3al - - STN-1 W/ WALLnEs I o to N AS SPECIFIED 6" CONC SLAB W/ 6" CONC SLAB W/ fi" CONC SLAB W/ TOP OF SLAB I r #4 @ 12" OC #4 @ 12" OC #4 @ 12" OC EL 944.51) 2°INSUL-1AT PERIMETER ITr1•• w = .L__z II-±.il-•i��T�ii� If_I]�1�]c:: 2" INSUL-1 -_ Me, _ � #5 OWLS W/ STD 90 DEG HOOK -MATCH -.11=:r;;,i -� rl-l::r, _ T;_..I:_ �-II T_ m - a VERT REINF TYP TOP OF FOOTING 11-.I,:•: " 11= 4.0 - COMPACTED GRANULAR FILL TO UNDISTURBED MATERIAL _ �•• - t a o EL. 939.83 _'j .. LL o CONC FTG W/ (2)- a� 2-4 #5CONTI CAL 2�_O�� 2�_O�� 2'�" PRa ALL a BUILDING SECTION CONT RIDGE VENT PREFIN MET STANDING SEAM ROOF PANELS OVER UNDERLAYMENT AS SPECIFIED 5/8" PLYWOOD ROOF SHEATHING PRE-ENGINEERED ROOF — TRUSSES @ 24" OC R-21 INSUL-3 R-49 INSUL-4 OVER VIl NOTE: PROVIDE 24"A28" ACCESS TO ATTIC SPACE-5/6" ACK PLYWOOD PANEL TO BE MOUNTED W/ SCREWS AND PAINTED TO MATCH GYP BD -PROVIDE lx3 TRIM AROUND PERIMETER 8" CMU W/ HORIZ MASONRY JOINT REINFEVERY OTHER COURSE AND #5 VERT REINF @ 48' OC MAX TYP - GROUT CORES AT REINF 1/2" EXP MATERIAL W/ SEALANT @ 12 SLAB W/ * #4 @ 12' OC EACH WAY 2" INSUL-1 COMPACTED GRANULAR FI LL 2" ROOF SCUTTLE DETAIL 0 6" 1' 2' d 7 5/8" •4 3/8"• • 3 5/8" V RS-! - PAINT TO MATCH PREFIN MET ROOF PANELS a PREFIN MET FLASHING TO MATCH ROOF PANELS �; [ CONT BLKG AT OPNG = ■ Q Z EE � u v n D d o DOUBLE 2x4 TOP PLATE 2x4 STUDS @ 16" OC o z w O z m 1 of 1 � R 2" INSUL-1 AT o o- ACCESS PANEL 05 ? < o 24'k28" ACCESS PANEL LLWoo w o 'oo z u�Qi u _ 5/8" ACX PLYWOOD ";oo i o00 2x4 BOTTOM PLATE 1/2" GYPSUM BOARD � ° � " ° T TAPED @ FINISHED 9 Ix4 CEDAR TRIM ALL 0< 5 0 a Q ly- AROUND OPNG- ALIGN W/ FACE OF GYP BD S a "199 FBR-1 W/ WALL TIES AS SPECIFIED PRECAST CONC WATERTABLE W/ } SLOPED TOP AND CONT DRIP STN-1 W/ WALL TIES AS SPECIFIED 3" INSUL-2 OVER DAMP-1 N CAVITY WALL FLASHING/ DRAINAGE SYSTEM GROUT CAVITY SOLID z BELOW FLASHING F �o . 16" BOND BEAM W/ (2)-#5 CONT _ 2" INSUL-1 AT PERIMETER .� 16" CMU W/ HORIZ MASONRY JOINT REINF EVERY OTHER COURSE AND #5 VERT REINF @ 48" OC MAX TYP - GROUT CARES AT REINF r V-35/8" 4 WALL DETAIL AT GRADE 0 4" 0'• 11-41 00 Alu SET O V) }Z ZCC ~ w En U z ILL. O C� J � m CL SURVEY DRAWN DESIGNED fiPP CHECKED 91, A Roo In Tipp PROJ NO 173 MI38 A301 -6= EOA AWARD NUMBER ED23CHIOGO094 Tosv a3BW IIN 133H5 Bf IOL1fLI-ON,rm, dde 03A0addV dd9 03X°3H3 dd9 03N°I530 N--a 3Aam >Z/8/L I3s°le 31V0 N01SIA3M ON W m Z Z m cn 0 D X J .9 0 .Z .T A 0 11VIK 11VM 121Oddn5 NO2dd Norms 03SS32dd30 IV IIVAC NObdV ,.8 .0•.b .0-.Z .0•.Z „Z-.Z ,b-Z 1NO3 S# (Z) /M ONLLOOd I 1 91d 7N0J I c' .Z T 9 0 TVM 1V TV-00 N0ddW9N1100A ism d I ° • r • . aNOA39 • . 91d JNOJ s v ° I . 7N07 �.0-.TX.4-X 1 dNIRI L- 1233A H71tlW-XOOH SRO3 E E ONOA38 71 .06 O1S /M SIMO S# aNOA39 IItl 1nO139-XVW I I nW7 „8 nwo 1.9 DO ..8b @� dNIM — ----- 1 I'M S# ONV I I 3N13Ti IV S3i10J I dNI3l9ltl 53210J JNTRI IV S32f0J 35Nn0J 213H10 1IlON9-XVW JO ..8b 1 1nodD-XVW JO ..Sb I I 1n0i19-XtlW JO ..Bb A213A3 JNI911 @� dNIM IL 1315# ONtl �J dNI3i11233A S# ONtl @� 3NI d -L-d3A S# aNV lC Ai1NOSVW 3s"dn0J a3Hio At13A3 I dNI323 if),dNOSVW 3sNno7 T13H10 Aa3A3 I 35i1n07 233H10 Ab3A3 ZRIOH /M nWJ ..8 k dNI3i1 if I dNIR if k-dNOSVW � ZI210H /M nWJ :.8 I nw3 ,VW ZIZIOH /M nWJ ..9I ZI210H /M fiW7 „B I ICI 1� 1 S# (9 /MIF 1 I ° 1 M 1N07 S# /M I • E . 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ME Id Id Id Id M3ldJNOJ JO 3903 NVHi 113MOI _ NVId ,Z/T-T SnONIWnIIS 3JVId ,�o,£ ..b-oT a.E 9 R r----- — — — — -- INIOC — — — — — — T NIII$-- ------ 3ae0BS S9M017nEls 99S -S)INV'ld JNO71SYJ3Nd 1N3W03SW3 NIW �.Z/T-b /M DO „trZ @i 590H7NV M3a7S 0�.8/s /M iSYJ3ad 0103210HJNV 3LVId SXZ 3I9n00 9A b3AO b-1nSNI 6b N a XVW 70 J Z @i S3SSnILL OM 032133NI9N3 �T I I 91HS 10021 000MAId .,8/S �600JOIH3CZ03 23aiWf1N ❑21'dM'd 1103 ff IZ T .19 0 WOO IV IM90 NO2ddV IUMkL 0•.Z .Z-.Z I .b-,Z • v r dNI3b 11J3A - HJ1tlW-XOOH o06 aNOA39 — O1S /M SIMa S# nwJ.B I I 3NI311 ltl SMOJ I E dNIM IV S32307 E 1fI0U9-XVW JO .,Bb I I 1n0i19-xvw DO I.84 @7 ANI3N a3A S# ONV 0 dNI3211233A S# aNV I 3SNn07 a3H10Aa3A3 3sNnOJ 113H10 Ai13A3 3NI3N lC kIINOSVW JNI3d If AdNOSVW ZRIOH /M I1W7.8 I —MOH /M nwo .,9T �� NOadV aN0A3e 133J Z I ON31X3 'aNVS NV31D 4REMW07133d b 1NO7 S# /M WV99 CIN09 A �INV38 ONO9 ..9I a AVM H7V3 ZT liJ tr# I■ 1 ■, -inswi.Z u; �+ Irl> r /M N021dtl JNOJ ..9 I — (a3LLIWN3d ION SINIOC 13/,.b/T lV 9NIOlIne LL7MVS) SIVAN3INI WONd AVMV 3dOYL I I AVM H7F13 70 .ZT@� b# WI3WIXVW ..0-,b lV d01 NIAO " /M BV15 JNOJ ..9 SLNIOC NOLLJtltl LNOJ /M IIVW dX3 ,.Z 031001 d33a .,I 33Vld 11VW dX3 .Z/T "A01NIS W31SAS 99VNM(I / /9NIHSVId IIVM AIIAVJ i .Z �T .9 0 3)IV21 d002d 1V lI'd130 .%-L ,.8 39W3 NIW J, /M JO ..ZE 5NOH7NV dX3 O..Z/T /M nWJ Ol 03a0H7NV .8/£x,.bX„CI AIV9 ADD OOId i33XJVe /M 1NIS XVW 70 @@ 319NV 01 C13019M OO'd 030V3NH1 0..b/T 91HS a00MAld ..Z/T AINO 30IS JS3M 1N3WAtllb3aNn N3A0 1tl S1nOdSNM00 INVd IIVM 13W NId3ad /M N3LLn9 NMI AW NI13Wd Snal IItlM aN3 31OV9 a3IIVN 9XZ 113AD XVW 70 VI7Stld 13W NId3tJd @ SISIOCN300tl1 bXZ 39a3 iL ONV S19NVd IIddOS dR1013W MAW - a31N9A 13W NId3TJd 'd313VN 9XZ NO VI7SVd 13W NI Rd 3903 dM(I AW NId3dd 03I3IJ3dS SV 1N3 WAV-M30 N n NO S 19NVd d00a WV'3S 9NIONV1S13W NIA9dd T-dWVO 213AO Z-InSNI ,.E a3I11J3dS SV S3LL TIVM /M T be3 WI211 /M 513NVd 1L310S 031NM13W MAIM Oa321 Stl5N30VMdSXZ Z/c .o.z ISSniLL HJV31V dI10 SSnl L XVW 70 „bZ 0 53ssm L 30011 OM 03H33NDN3 a3HI73dS SV 1N3WAV1i13aNn N3AO S13NVd 10011 WV3S 9NIONVIS 13W NI33ad dA1-3133tlB NOIltl1nSNI GA 113AO b-InSNI W11 j JNI3d 1a3A HJ1VW-)IOOH E06 QLS /M SlMO S# II f a j 3NI321 IV S3210J f` 1n0219-XVW DO „8b I_ O.ANIRU IU A S9 ONV 3%n00 V3HiO ASRIG = -f JNI3d if AbNOSVW' I� M0H /M nw7 .91 I= III-.-1 I I1 I - �— S#-(z) /M: WV39 ONOS ..9T - kTIIIIPIIIIIIIIIC -III-� T-InSNI..Z: ._.4r--- e.7--; M3 DO ..ZT @i b# /M OVIS 7NOJ .,9 xvw DO .ZT @� S13M00 b# .Z .T 1.9 0 3A113 300U ltl lItll30 dNI3d 1N3A IV (I IOS S-n33 1n0219-XVW DO .8b @i JNI311183A S# ONV 3sdn07 d3H10 Aa3A3 JNI3ld IC kdNOSVW �— ZIIIOH /M nWJ ,.8 1NOJ 23V9 - s# /M we alloe nWJ ..8 SNOUVJOIIIOH7NV lV aI os 53210J 1n0219 -1N3W03SW3 NIW ,.Z/T� /M JO ..t,Z @i SlIOH7NV M3113S 0.,e/S /M 1SVDMId 01 C13NOHDNV r 31VId SXZ 3IBn00 S3SSn211 N33M138 9NIXJOl93HId XZ NOLLVWN03NI ONV 5310N IVNOLLIOOV 110d TO£tl/E �-1ktl13a 33S _K fv 8E 9 STRUCTURAL NOTES: GOVERNING CODES: GENERAL MN STATE BLDG CODE 2020 IBC 2018 LOADS ASCE 7-16 CONCRETE ACI318-14 STEEL AISC 360-16 MASONRY TMS 402/602-116 WOOD NOS 2018 DESIGN LOADS: 1. DEAD LOADS ROOF 10 PSF 2. LIVE LOADS FLOORS 150 PSF ROOF 20 PSF 3. SNOW LOAD (S) P9 PF RISK I Ce Ct DRIFT 50 PSF 35PSF 11 1.0 1.0 1.0 PER MSBC 4. WIND LOAD (W) V RISK EXPOSURE KZT 115 MPH II C 1.0 5. NET ALLOWABLE SOIL BEARING PRESSURE 2,000 PSF (ASSUMED) MATERIALS: 1. CONCRETE 4,000 PSI AT 28 DAYS 2. REINFORCEMENT BARS ASTM A615, GRADE 60 3. MASONRY CONCRETE MASONRY UNITS 2,000 PSI COMP STRENGTH JOINT REINFORCEMENT LADDER TYPE, NO. 9 WIRE ASTM A153, CLASS B2 GALV MORTAR ASTM C270, TYPE S GROUT ASTM C476, 3,000 PSI COMPRESSIVE STRENGTH CONSTRUCTION NOTES: 1. EXCAVATION A. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY SHORING AND BRACING NECESSARY TO PROTECT PERSONNEL AND PROPERTY FROM INJURY OR DAMAGE DURING CONSTRUCTION OPERATION. 2. CONCRETE A. LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS OTHERWISE NOTED. REINF BAR SLAB, WALL, COLUMN BEAMS 90 DEG END HOOK SIZE BAR LAP TOP BAR' BAR LAP TOP BAR = #3 19IN 24IN 28IN 36IN 6IN #4 25IN 32IN 37IN 48IN 8IN #5 31IN 40IN 46IN 60IN LOIN #6 37IN 48IN i 56IN 72IN 12IN * TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN TEH MEMBER BELOW THE SPLICE. A. REINFORCING BARS SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS OTHERWISE NOTED: 1. CONCRETE CAST AGAINST EARTH 3" 2. ALL OTHER CONCRETE EXPOSED TO WEATHER 2" 3. INTERIOR SLAB 3/4" B. CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. C. BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4" x 3/4" SLAB CONSTRUCTION NOTES: 1. PROVIDE 6" THICK CONCRETE SLAB WITH #4 @ 12" EW AND TROWELED FINISH UNLESS OTHERWISE NOTED. 2. TOOL AND CAULK CONTROL JOINTS IN ALL SLABS AT 12 FEET MAXIMUM SPACING. FOUNDATION NOTES: 1. COMPACT SURFACE OF FOUNDATION SOILS PRIOR TO PLACING CONCRETE. 2. PROVIDE EMBEDDED DOWELS IN FOOTINGS TO MATCH ALL VERTICAL WALL REINFORCING. SECURELY TIE DOWELS PRIOR TO PLACING CONCRETE. PRECAST CONCRETE PLANK NOTES: 1. PRECAST PLANK BEARING ELEVATION IS 1040' - 0". 2. BRACE TOPS OF ALL NON -LOAD BEARING MASONRY WALLS AT PRECAST PLANK LOCATIONS PER DETAIL G/S501. 3. PRECAST CONCRETE PLANK SHALL HAVE 1-HOUR FIRE RATING UNLESS OTHERWISE NOTED. 4. VERIFY PLANK PENETRATION SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. EDA AWARD NUMBER ED23CHIOG0094 c R OPENING ABOVE - TYP MAX - TYP 1 �1 A FOUNDATION PLAN MASONRY WALL CONSTRUCTION NOTES: 1. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND UNLESS OTHERWISE NOTED. 2. PROVIDE OPEN -CORE STYLE CMU FOR ALL MASONRY WALLS. 3. PROVIDE BULLNOSED CMU FOR ALL EXPOSED MASONRY WALL CORNERS. 4. PROVIDE VERTICAL #5 @ 48" SPACING IN ALL MASONRY WALLS UNLESS OTHERWISE NOTED. 5. GROUT FULL ALL CMU CORES CONTAINING VERTICAL REINFORCEMENT. 6. INSTALL HORIZONTAL JOINT REINFORCING IN EVERY OTHER COURSE. 7. PROVIDE MASONRY EXPANSION JOINT DETAIL A/S501 WHERE INDICATED. 8. PROVIDE MASONRY CONTROL JOINT DETAIL B/S501 AT A SPACING OF NO GREATER THAN 20 FEET. 9. PROVIDE STEEL BEARING PLATES, a"x7'/z"x8" W/ (2) %" DIA x 4" HEADED STUDS FOR ALL STEEL BEARING ON MASONRY. GROUT CORES BELOW BEARING FULL. lg 8" 8" 17'-4" 8" I I I Ll I I I 1 - I _� I I F L11 I I I II I y�pl I II I E L1 - II 5501 I II I FF_ I 1 ------� 2x6BRACETO G 1 I I SILL - TYP L11 I I I I i I I I I I I T- f -- -__ L1 ' I 1 o m soi T - _ u l I I I TRUSS PITCH 4:12 TRUSS PITCH 4:12 1 I I I I I 1 1 1 1 I - CONIC PLANK I _ ROOF HATCH OPENING 1 I 1 Ll I L21I �I I t 1 1 I 11 I c a6 o F___11 T- I "i I I 1 I1 I F I II I 1 VI I f I� I 11 I I II I I li I 2E o m I f - -- L - - I- II I 5'-91/2" PRECASTOPNG PREFABRICATED WOOD TRUSS FRAMING: 1. ERECT ALL TRUSSES STRAIGHT, PLUMB AND IN PROPER ALIGNMENT AND SPACING. 2. TEMPORARY ROOFTRUSS BRACING DURING ERECTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR. 3. PROVIDE PERMANENT ROOF TRUSS BRACING WITH CONTINUOUS OR LAP - SPLICED 2x4 MEMBERS, ATTACHED WITH (2) 16d NAILS AT EACH TRUSS LOCATION, AS FOLLOWS: A. DIAGONAL CROSS BRACING, AT OR NEAR A 45 DEGREE ANGLE IN THE PLANE OF THE TRUSS TOP CHORDS. ALTERNATE BRACING DIRECTION. B. DIAGONAL CROSS BRACING, AT OR NEAR A 45 DEGREE ANGLE IN THE PLANE OF THE TRUSS BOTTOM CHORDS. ALTERNATE BRACING DIRECTION. C. PERPENDICULAR TO TRUSS WEB MEMBERS AS SHOWN ON TRUSS SHOP DRAWINGS. EACH PERPENDICULAR BRACE MUST BE ANCHORED TO AN END WALL OR DIAGONAL BRACE IN PLANE OF WEB MEMBERS. 4. PROVIDE 5/8" PLYWOOD ROOF SHEATHING. LINTEL SCHEDLE MARK SIZE DETAIL Ll 8" HIGH BOND BEAM W/ (1) - #5 C/S501, D/5501 L2 16" HIGH BOND BEAM W/ (2) - #5 C/S501, D/S501 FRAMING PLAN 0 2' 4' 9 REQUIRED SPECIAL INSPECTIONS DESCRIPTION OF WORK IBC SECTION 1704 INSPECTION TESTING N/A REMARKS YES NO YES NO 1. CONCRETE 2. BOLTS INSTALLED IN CONCRETE . 3. DUCTILE MOMENT-RES CONCRETE FRAME • 4. REINF STEEL AND PRESTRESSING STEEL • i 5. WELDING 6. HIGH -STRENGTH BOLTING 7. STRUCTURAL MASONRY ■ +♦ 8. REINFORCED GYPSUM CONIC 9. INSULATING -CONCRETE FILL 10. SPRAY -APPLIED FIREPROOFING 11. PILING, DRILLED PIERS AND CAISSONS . 12. SHOTCRETE 13. SPECIAL GRADING EXCAVATION AND FILLING . 14. 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Y u SISa Q�u '�oo< $o fa oz oa4 oo° ?o ouo 3 8" JOINT KEEP JOINT CLEAN (1)-#5 VERT - GROUT CORE CMU CAULK & 1/2"0 BACKER NOTE: ROD BOTH SIDES STOP JOINT REINF AT EXP JOINT A EXPANSION JOINT DETAIL NO SCALE (2) SIMPSON A23 F DETAIL NO SCALE PRE-ENGINEERED WOOF TRUSSES @ 24" OC MAX 2x6 BRACE TO RIDGE — E-yy iV EDA AWARD NUMBER ED73CHIOG0094 9� CAULK & BACKER ROD 73OINT BOTH SIDESF GROU VERTICALLASHING MATERIAL GROUT CORE ^� ` 00000 (2) 2x8 TREATED PLATES W/ 5/8" DIA ANCHORS @ 24" OC B" PRECAST CONIC PLANK 8" BOND BEAM W/ (1)-#5 8" CMU W/ #5 @ 48" L (1)45 VERTICAL GROUT CORE GROUT CORE OPEN CORE BLOCK EACH SIDE OF JOINT NOTE: STOP JOINT REINF AT CONTROL JOINT. B CONTROL JOINT DETAIL NO SCALE ofry f (1)-#5 IN 8" BOND BEAM OR UNLESS SHOWN OTHERWISE ON DRAWING. OPENING IN MASONRY WALL (1)-#5 VERTICAL GROUT CORE `(1)-#5 IN 8" BOND BEAM - PLACE BOND BEAM BELOW SILL BLOCK. NOTE: PROVIDE REINFORCING AS SHOWN AROUND MASONRY OPENINGS UNLESS SHOWN OTHERWISE. C REINFORCING AT OPENING NO SCALE B" CMU W/ #5 @ 48"— AND HORR JT REINF EVERY OTHER COURSE 8" HIGH OR 16" HIGH BOND BEAM W/ (1)-#5 FOR 8" BEAM OR (2)-#5 FOR 16" BEAM. EXTEND 16" BEYOND OPENING LINTEL DETAIL NO SCALE 5/8" PLYWOOD SHEATH IN PRE-ENGINEERED WOOD TRUSSES @ 24" OC MAX SIMPSON H2.5 TRUSS CLI AT EA TRUSS (2) 2x8 TREATED ^� PLATES ELF 8" BOND BEAM —/ W/ (1)-#5 CONT W CMU 12 4F— "0 ANCHORS @ 24" OC MAX IN HILTI ADHESIVE COMPOSITE SLEEVE HIT -SC 22x85 W/ HIT-HY 70 8" PRECAST CONC PLANK DRILL AND GROUT #5 OWLS @ 48" OC PRECAST PLANK BEARING DETAIL NO SCALE Q ----- ----- O — — — EL 1040 LL 8" BOND BEAM 8" PRECAST CONIC PLANK 7- W/ (1)-#5 CONT DRILL AND GROUT B" CMU W/ #5 OWLS @ 24" OC #5 @ 48" F_ 2 Q) w DETAIL 2 NO SCALE Q IL Q O BID SE Cl) DATE SURVEY DRAWN BP DESIGNED PJI CHECKED n Pwa,[O PJf PROJ NO 17NMIM SHEEINUMBER S501 Y� allriM liLC � 3 6f IOi1ELl-ON•EOad XIp O3AOaddV N%J OINDIHO .V .0 A 0 �+ Im O3NOIS0 .0•-c:,711 _ NMVaO NV-ld o A3nans =g w ralefz us OIe � n 31V0 NOISIA3a ON o_ 0 c om a r - o 1 = .F r-----— — — — — — — — — — — — — — —I — — — — — — — — — — — — — — ---1 r---— — — — — — — — — — ------- 1 r — — --------------------7 O I ] I t I I I I l i I I I I I I I I N39 I l I I I I 1 i Z'L1 AL I I 1 I E I I I I D I I I 1 I ! 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COORDINATE LOCATION WITH CML- W&V PLUMBING ISOMETRIC - ROOM 101, 102 AND 103 TEMPERED WATER OUT TO EYEWASH STATIONS INSTANTANEOUS WATER HEATER.-�; PROVIDE THERMOMETERS ON INLET AND OUTLET PIPING. 4" WASTE- INV ELEV =-2�-3-3" DRAIN HOLE, SEE CIVIL--WH-1 -1p, uo VENT THRU EW-1 WITH PRES GAUGE, TYPICAL ROOF I FD-2 I CHEMICAL ROOM I 1 0 1 I SAMPLE raP F CC 1/p F SAMPLE COCK N PVC PIPING IR" • .fl -- --------- II H&ln FLUORIDE ROOM 102 � FD-2 314" I o S 3/k" i17" HB-1 �r — —40FCO LL FCO _ I PUMP I ROOM 11031 1 SAMPLE COCK 1 UNDERFLOOR WASTE - - - - - 0 } PIPING, TYPICAL J FD-I Ib o e MAINTAIN CODE REQUIRED CLEARANCES FOR ELECTICAL PANELS AND EQUIPMENT. 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N-B GENERATOR N t1ELE \x kj I. T 61 r jig EDA AWARD NUMBER EDBCH�IDG0094 F- 0 Lu z Z F- CL Wei DATE BID SET SURVEY DRAWN ENW / CW( DESIGNED CW( CHECKED MT APPROVED ml PROI NQ 17UMIM SHM U El 61 TOZ3 K0090IHJ£Za3 x83,gw lV (I'd FIQ3 a3ewnN L3eHs .b X ,T fl Y� WLDZ fLI oN'road Ntfld !DNl1H0li IVD]Hj:) V �w 03noaaatl i1lJ 03MJ3HJ _'a' �D OMO 03NOIS30 OMJ NMtlaO A3nans �9 �i S� gd .ueiL Asale a 31VO NOISIA380N i� \ I 1 i I I I 1 1 I,— I EI AM —_ EFv 91'. -- - , r 2 -, m E D M � _ N q O I 3ZXi f z O ZLLI O Z J io.O �J { V n n HD-N1HJ m o W00?amdofl3 O T 3Zl(H D {` 10 T zxd SL G ' IEoO wo �o Of =CDU gIQ E9xo q zx=i W0J lti�IW3HJ Nn Aq q.�ZS �Z z T \ / n o /\ -i — / \ A ogn-� ~ - P'o i f M/ / 4. zQ { 3 'oi „o 0 of o n' o; m 'z' o Z y 3 N o' o � o n boo° o p°a 000o i KEYED NOTES RGENCY PUSHBUTTON STATION TO BE SUPPLIED WITH THE CHLORINE CYLINDER SHUT OFF SYSTEM SUPPLIER AND INSTALLED BY TRACTOR. RDINATE FINAL LOCATION OF PRELUBE SOLENOID IN FIELD. RDINATE LOCATION OF ]UNCTION BOXES WITH OWNER. ;ROUND ROD; TOP 3' OF GROUND ROD SHALL BE ABOVE GRADE FOR NECTION OF PORTABLE GENERATOR GROUND. IR CONTACT TO BE PROVIDED UNDER SECTION 08 70 00. T AC SYSTEM THERMOSTAT PROVIDED UNDER DMSION 23. CONDUIT BOX TO BE PROVIDED UNDER DIVISION 26. TEMPERATURE CONTROL LING TO BE PROVIDED UNDER DMSION 23. E 7 NOT USED. E 8 NOT USED. IR CONTACT TO BE PROVIDED UNDER SECTION 40 91 10. E 10 NOT USED. LE CONTROL PANEL LE LOAD CELL NOTES ITROL WIRING FOR HVAC EQUIPMENT WHICH IS NOT SHOWN SHALL BE VIDED UNDER DIVISION 23. lS FEED NEL SCALE TER LYLIMM SYSTEM PANEL I N REVIBID SE�7/Bl4a SURVEY DRAWN LINO DESIGNED ONO CHECKED Mf APPROVED Mw PROJ NO 173 MIW v o A ELECTRICAL POWER PLAN 0 V 2' 4' sHEEr Nu aEu EDA AWARD NUMBER ED23CHIOG0�94 E301 T093 BEiwnzI ON roNd 03AMddV AN 03A03H0 ON 03NOIS30 ONO N—aa A3Mns >Z/B/L AS aIB 31V0 oolslAm N Z O w 31VOS ON llV_L3a NOl_LV_n iSN1 Z d3on(ISN"i 13n31 113M 'dIWWSN VUl 3wisd3 We n5 NWnlO.') dWnd Ol a3ddVN1S DAd..T 319VJ a3: Nnl LICIT. 1N3A 31V'OS ON llbl3a GVd b3Mf03SNVHi kLnu-n �,� 'M'3 ZT@S# 30 WnWINIW 'SN0LLVGN3WW073a AIIILLn Mld.0313 113d W9311 30IA0LId 'Z 'AlIILLn XW3313 3H1 HUM Otld :11 DN00 30 SNOISN3WIa 1VNI3 A3R13A 'T :S310N 1VN3N39 MXZ Mil MX£'£ dHS'T M)IOZ £-Hn Z-Hn T-Hn T-1SOOe T-HM 1131tl3H lINn 1131V3H lINn 1131tl3H JINn dWnd IMS009 N31V3H 1131VM VO£I n VO£I Teal aLV08l3Ntld OZT/A80Z VAXOE T 3ZIS 08b rt^I Y1 Tl VW3N V09VST (' (I VST (1dE VST (I d£ I d£ (I d£( I ] I 1321tldSM00T(i tlOZ i tl5£ 311IM b'3SVHd-£'ALLZ/A08b TOdl (a3A dH00Z N60650I0:5013 S3swnN ailt/Mb' b'43 a p:3 Y6iaY6 TZ4a $ 3 3T OS ON W HOVIG 3NIl-3NO (SdWV atlol llnj boz) dHOST N0lV113N39MA00Z 9# 113M A90NV1S SL( LI3WNOjSNV211 130X W0213 301A213S ti Mb 'ZH09 'ALLZ/A086 cl IOULN00 U3XV3ae NIVW aOd W 13NIEIV3 N011VIS OIl03NND0 ONV 9NRI313W loalNOD 31oW321 'Z-O3S l3NVd 301AH3S N30Nn aou QNR0119 019wI_3,SL'0 a3dWRf 9NIONOe NIVW sne _f ivkLLn3N 1-03S Sn9 3NVd 33IAa3S 1I30Nn aou ONR01i9 ONn0219 0199fWV3,,SL'0 MOBNOW 3DIA30 3anOlON3 3SVHd 3AIl33l01Id dVV00b ( 01 aNOe aNnobo dE ( 39iInS Wd OdS 'HV93a 9NI1oOd VOSZ `1NJ011ne 019a/L-L-D,,l ^ _ '9NISVD dWnd 113M o190WL-D.,L S9nlE)NJ Odld M01N013 NN1O L N II-03s1 a11VOeHolms 3DNV4lN3 3DIAa39\_ NOLLV9LLIW HSVId 3MV U0d SNO1133S N33M13e llnaNOD Ni -NVIV3S ONv aNV 9NIlIld dd0IV39 11VISNI 'n 'o e aao� 03�0 o „5a off¢ Fao o �00 c_� m�2 god boo Boa -i 3s°