Midwestern Engineers, Inc. Plan Preview

• - 23'-4" 0/0 BLOCK WELDED MTL GRATING BANDED AT PERIMETER EDGES & AROUND PIPE PENETRATION REFER TO SHEET 12 MECHANICAL DETAILS 5'-4" WELDED MTL GRATING BANDED AT PERIMETER EDGES & AROUND PIPE PENETRATION FOR '\ _ //" /' '/ r 2'-0" C 14 14 D - • 0I b - ROOM NAME ELECTRICAL 1 ROOM FINISH SCHEDULE ROOM No. FLOOR MATERIAL FINISH 0 � "' I= �ti "' -' -' � � I= �� > t:; z "' 00 "' � a. "' (.) er er "' "' < :::, 0 u (.) (.) (.) 101 X X ' ' BASE MATERIAL FINISH ;:! z > I- z "' 0 :::; 0 iii � 0 3 er X WALLS MATERIAL C) z 0 :::; er "' -' al "' ! "' ! :::, (/1 :::, a. � "' b u X DOOR SCHEDULE FINISH 0 er al "' :::, (/1 � CEILING MATERIAL FINISH "' I= "'i. er "' z "' fii :::; ! -' :::, � 0 � � "' X DOOR No. FRAME TYPE DOOR / WINDOW HEAD DTL JAMB DTL SILL DTL HARDWARE SET REMARKS 101 F1 PR-D1 L1 J1 S1 H1 DOOR SHALL HAVE MINIMUM 0.70 U-FACTOR • ' DOOR HARDWARE SCHEDULE I HARDWARE SET No. 1 MFGR / MODEL No. 6 DOOR HINGE ANSI A156.1 US32D/630 IVES/ 5BB-1-HW 4.5x4.5 NRP 1 CLASSROOM CYLINDRICAL LOCK ANSI A156.2 US15/619 SCHLAGE / ND70PD-RHO 1 DOOR CLOSER ANSI A156.4 689 LCN / 4030 SERIES 1 ADA OFFSET THRESHOLD ANSI A156.21 MILL ALUMINUM ��� �� --------------------- ZERO INTL. / 102A ZERO INTL. / 139A �-- . - -----~--- - -- - - - CMU WALL REINFORCING NOTES FLOOR PLAN GENERAL NOTES 1)#5 BARS VERTICAL C 40 INCHES O.C. IN GROUTED CORES. VERTICAL REINFORCING SHALL BE CONTINUOUS FROM TOP OF CONCRETE STEM-WALL TO WITHIN 2" SCALE: 1/2" = 1'-0" PER 2010 INDIANA CONSERVATION ENERGY CODE BASED ON ASHRAE 90.1-2007 TABLE 5.5-5, BUILDINGS LOCATED IN CLIMATE ZONES 4A SHALL MEET THE MINIMUM "R" VALUES OR "U" VALUES AS INDICATED BELOW: OF TOP OF WALL. PROVIDE 90 DEGREE HOOK IN BOND BEAM ON ALL VERTICAL BARS. 1 ROOF = R-38 WALLS ABOVE GRADE = U-0.09 (MASS VALUE) WALLS BELOW GRADE = NOT REQ'D SWINGING DOORS = U-0.70 2) PROVIDE CONTINUOUS BOND BEAM AT TOP & BTM OF WALL w/#5 BAR. DO NOT CUT BAR AT CONTROL JOINTS. PROVIDE FULL LAPS AND CORNER BARS. 2 BUILDINGS LOCATED IN CLIMATE ZONE 4A DO NOT REQUIRE A VAPOR RETARDER. 3) PROVIDE 8" BOND BEAM LINTEL w/#5 BAR ABOVE AND BELOW ALL OPENINGS. NOTE FOUNDATIONS, SLAB, DRAIN BACK LINE, 4) EXTEND LINTEL MINIMUM 8" BEYOND OPENINGS. BUILDING STRUCTURE BY CONTRACTOR PROCESS PIPING BY PLRW&SD / ' 2 , 14 23'-4" 15• -o· / ' \. 14 ------ -- ------- I I 5 ' -4" "" I I 1 , +-- --t--------------------------------+---'--1--- ·-->------�--- +-----------+- I ;... .. ■ - • • • • - ■ • ■.. ,. • I • I- ------ - I I �·' . -'•I _ ,;,. • _ • .• • • • . . .. • ·I I I I . . I • I . -. • . . - • . . ---:: ,I - "' I .. I I '.. ... � .. ,, .... ♦ - --- / ' . __ , _,,_ · : • • .. • · • ---.� -- i-·- B 't111i c - ........,,_ I . '•1 • •• ;_ , • . • - •, • � , • I � • '- I: .. _ ·. rc- 1---� <-->------------------------.--1::::.::- -�-- , 14 ,"'-: J.1:i _· -,- - �- . - _ I __ V • -,. "W • �- I I "# I 24 x12 D CONTINUOUS---, J · N r 24 L 4 REBAR @ I 1 WALL FTG � •.: ·, -c-�-:----�-�-- 7 2• PVC, SCH. 80_ , R � -ENTRAN :1:_ CORNER :_ _ _J_ ,- - I , ' • , • , , • I DRAIN BACK LINE -- --1---- I , • • ' I '. , . ,, • ' ' "' • I w/ BACKWATER 4"T CONC. FLR w/ L-t::r-t--t- I io • • • . 7 I I I I c____ 16"T CONC. WALL w/ 6" BRICK LEDGE I I I I I I , 14 . I I FACTORY PRIMED FRP INSULATED DOOR PANEL SIMILAR OR EQUAL TO "CORRIM COMPANY" . 1 OVERLAP ASTRAGAL ANSI A156.22 MILL ALUMINUM 2 MANUAL FLUSH BOLT AT TOP & ANSI A156.16 US15/619 IVES / FB358 BTM OF INACTIVE DOOR LEAF 1 DUST PROOF STRIKE ANSI A156.16 US15/619 IVES / DP1 2 KICK DOWN HOLDER ANSI A156.16 US15/619 IVES / FS452 1 PERIMETER SELF-ADHESIVE ANSI A156.22 ZERO INTL. / 188S-BK-25 WEATHERSTRIPPING -- 1) ASTRAGAL INSTALLED ON ACTIVE DOOR LEAF. 2) ALL HARDWARE LISTED AND OR SUBSTITUTES SHALL BE GRADE 1. 3) ALL CMU LINTELS SHALL HAVE 8" BEARING AT EACH SIDE OF LINTEL & EACH JAMB SHALL BE FULLY GROUTED w/ (1)#5 VERTICAL REBAR IN CORE. 3'-0" . DESIGN CRITERIA ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES. SNOW: 20.0 PSF GROUND SNOW LOAD • • 17.0 PSF FLAT ROOF SNOW LOAD 0 Pm 24.0 PSF MINIMUM FLAT ROOF SNOW ,-.. C. 0.9 SNOW EXPOSURE FACTOR 1.2 SNOW LOAD IMPORTANCE FACTOR C , 1.1 THERMAL FACTOR WINO: v,. 120 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) V,so 93 PSF NOMINAL DESIGN WIND SPEED RISK Ill CATEGORY DOOR TYPE EXPOSURE CATEGORY C C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING ROOF PRESSURE SCALE: 1/2" = 1' -0" SEISMIC lo 1.25 SEISMIC IMPORTANCE FACTOR 0.1719 0.2s SPECTRAL RESPONSE ACCELERATION . �--------------- Ss v.__ �- - ------ -- - -� L �•x4• SOLID FRP DOOR (FACTORY PRIMED) HEAD - �•x2" SOLID FRP DOOR JAMB (FACTORY PRIMED) s, Sos So, SITE CLASS 0.0899 1s SPECTRAL RESPONSE ACCELERATION 0.1839 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION 0.1439 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION D "DEFAULT" D ' I , . . . - , I . CHECK VALVE 6x6-W4xW4 W.W.R. 1--1--1---1-� I I.. - -.t-�--1,..---- - - -"- - - ,_ • \d,._,_--..L.d I I SEISMIC I b "Ill, 14,;, 7 <) • � • • I � � I == == == _J_ ___:_ ==- �f- ·_ � ... ==· == == == ± (= 1- ....,-....,... ---.��-,1 . • 1'-4" 3'-4" 8" ·1 12':._8"". _ ; _ .i 1 , 8� 3' -4" •,•-4" -� ·,3: • • . . . • .. • . • I I ., I . - ,. �---+.. '--­ ..__. J I I I SIMILAR I. ..... I • ' I • 0 I ,., . . • .. , •• . • . . . J"1 . - , . • • - . . • • . . • . • • L_______________ - - --+--�- ti I- - --�- - . , - Cl I ,., . ·-�. .. . :: ·.• -� __ .•..-: :, · _. . :_ • •.. •.• . ·.; . � . . . : . ··:. \ I : . . . � -� i \ -\- ----+ . • . ., • . • • • . . • . . • • ' • • • . - tt1W WALL SLEEVE w/ INTEGRAL _j WATERSTOP & PRESS SEAL GASKETS �---------------- --------------L�______________ J \ _ WALL SLEEVE w/ INTEGRAL WATERSTOP & PRESS-SEAL GASKET TYPICAL BOTH INFLUENT AND EFFLUENT PENETRATIONS (12" INLET, 12" OUTLET) FOUNDATION PLAN SCALE: 1/2" = 1'-0" 0 I ,-.. - SIMILAR OR EQUAL TO "CORRIM COMPANY" ll -n 2· 6'-0" DOOR FRAME SCALE: 1/2" = 1'-0" ll 11 2· DESIGN C CATEGORY V 3.60 KIP DESIGN BASE SHEAR Cs 0.137 SEISMIC RESPONSE COEFFICIENT R 2.0 RESPONSE MODIFICATION COEmCIENT SOIL H 60 PSF/FT PRESUMPTIVE DESIGN LATERAL PRESSURE DUE TO SOIL q, 1,500 PSF PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE c;, 200 PSF/FT PRESUMPTIVE LATERAL BEARING RESISTANCE � 130 PSF OF FOOTING CONTACT AREA (SLIDING COEFFICIENT) ALTERNATE A- METER BUILDING FOUNDATION & FLOOR PLAN REVISIONS & & & & BID SET It) 2024 Midwest�m Engineers. Inc. /!02 West Broadway Street P.O. Box 295 Loogootee. lndianJ 47553 DATE JAN. 2024 DESIGN R.D.W. DRAWN K.J.G. I.. C.Z.M. Q.C. CHECK PROJECT NUMBER 2021079-00 1 3 13 OF 17 FILE NUMBER 43602 Do Not Use Plan Previews for Take Off