Midwestern Engineers, Inc. Plan Preview

" z � • Ci A � ;;� = < " .. :t � ' q ' � .. .. .. • Q < •' • w c 0 w C c w u N s z w' u w 0 " • w 0 " • s w 0 , o .g •o :'. _J • I ,o N9 00 N - ;.:;:;:; CN 00 ··� Sw •• Ow -� Qo ., --'a �u wz ,-, 00 - · 'u I- -,-: CN 0 .. ££ 5 iu <• I PLAN KEY NOTES I G 033000-CAST-IN-PLACE CONCRETE EXTERIOR SLAB-ON-GRADE w/ LIGHT BROOM FINISH 0 033000-CAST-IN-PLACE CONCRETE 28"x28" CONCRETE PIER (lYP. OF 8) 0 044313-ADHERED STONE MASONRY VENEER MANUFACTURED STONE VENEER ATIACHED TO CONCRETE PIER (SlYLE SIMILAR OR EQUAL TO "CENTURION", RUSTIC.) 055213-PIPE & TUBE RAILING HANDRAIL AS SHOWN ON DWG's. EXTEND 12" HORZ. PAST TOP & BTM OF LANDINGS AT RAMPS & STAIRWAYS 0 033000-CAST-IN-PLACE CONCRETE 4" TALL CURB AT RAMP LANDING FOR EDGE PROTECTION -, GENERAL CONSTRUCTION NOTES j 1 TOP OF FINISH FLOOR SURFACE SHALL SLOPE NO MORE THAN 1.5% IN THE DIRECTION OF TRAVEL OR CROSS SLOPES ON ANY WALKING SURFACE. 2 COORDINATE ALL EMBEDDED CONDUITS IN FOOTINGS & PIERS AS NECESSARY FOR ELECTRICAL W/ OWNER & ELECTRICAL CONTRACTOR BEFORE POURING CONCRETE. 3 SAW CUT CONTROL JOINT. (SEE lYPICAL DETAIL "5" SHEET 16.) j" DOWELED EXPANSION JOINT MATERIAL PER SECTION 033000 CAST-IN-PLACE CONCRETE 4 JOINT SEALANT "JS#1" PER SECTION 079200-JOINT SEALANTS. (SEE lYPICAL DETAIL "1" SHEET 15.) 5 PROVIDE l" EXPANSION JOINT AROUND CONCRETE PIERS. 6 SEE GRADING PLANS FOR RAMP & WALKING SURFACE ELEVATIONS. 7 DOWEL WALL FOOTINGS INTO FOOTING'S F1 & F2. DESIGN CRITERIA ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES. NOW: • 20.0 PSF GROUND SNOW LOAD P r 16.4 PSF FLAT ROOF SNOW LOAD m 0.0 PSF MINIMUM FLAT ROOF SNOW Ps 16.4 PSF SLOPED ROOF SNOW LOAD Cs 1.0 SLOPE FACTOR C. 0.9 SNOW EXPOSURE FACTOR I, 1.0 SNOW LOAD IMPORTANCE FACTOR 1.3 THERMAL FACTOR W I ND· Yu1t 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) V ,so RISK CATEGORY EXPOSURE GCpi MWFRS SEISMIC: I, Si 90 PSF NOMINAL DESIGN WIND SPEED II CATEGORY C 0.0 - OPEN BUILDING ±16 PSF MINIMUM ON PROJECTED VERTICAL SURFACE 1.0 SEISMIC IMPORTANCE FACfOR - - -- - - - 0.316g 0.2o sPECfRAl RESPONSE ACCELERATION 0,126g I• SPECTRAL RESPONSE ACCELERATION 0.326g SHORT PERIOD DcSIGN SPECTRAL RESPONSE ACCELERATION s,,, 0.197g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION SITE CLASS SEISMIC DESIGN CATEGORY V w R Ho Ho qp D DEFAULT VALUE C 2.13 KIP DESIGN BASE SHEAR 22.9 KIP EFFECTIVE SEISMIC WEIGHT 0.093 SEISMIC RESPONSE COEFFICIENT 3.5 RESPONSE MODIFICATION COEFFICIENT 0 PSF/FT DESIGN LATERAL ACTIVE SOIL PRESSURE 0 PSF/FT DESIGN LATERAL AT-REST SOIL PRESSURE 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 200 PSF/FT LATERAL BEARING RESISTANCE 0.2 PSF SLIDING COEFFICIENT PIER & FOUNDATION SCHEDULE ID DESCRIPTION T.O.P. T.O.F. COLUMN LINE 4,000 PSI CONCRETE PIER P1 28"Lx28"W w/#4 TIES @ 10" o.c. & 535.00' ALL (8)-#7 VERT. DOWELS EVENLY -- SPACED AROUND PERIMETER. 4,000 PSI CONCRETE FOOTING F1 6'-6"Lx6'-6 " Wx20"D w/ -- 532.67' B1,B4,C1,C4 #6 BARS @ 12" O.C.E.W. 4,000 PSI CONCRETE FOOTING F2 8'-6"Lx6'-6"Wx20"D w/ - - 532.67' A2,A3,D2,D3 #6 BARS @ 12" O.C.E.W. - I I I , I N - I I I I I I I I I I F.F.E. I I 532.93' \ I I � I L .., B \ I I "\. 15) .. I I I I L I I I I ,,./ B " I STAIRWAY HANDRAIL I I I 4 (lYP. OF 6) ... , 15 I I .. I I I +- - - - --tt---< , -t+-+-- 1 " F.F.E._/ P1 I Pl I Pl I I � -------- ,L____- - - I ______________ 1..._ _ 532.91' : J > - I I I - J RAMP HANDRAIL w/ BTM RAIL 0- FOR EDGE PROTECTION 4 (lYP. ALONG OPEN SIDE OF RAMP) I I -� I I I __ I I I I I I I I I I I ->- I I I -- I I I ---<1 H1 I I I I I 5'-0" lYP : (lYP WH I ERE SHOWN) � � � (lYP. WH I ERE SHOWN) : -- : : P1 ' 0 I -ft---+-- --ft- : I �, - ! / I I -- I : I c- ---- 1 ---------,------ - =...=- --- 1 --------- 1 ---------1-- - �= - -------,--------- 1 -- - /- , I I I I I I " I [L T " ::, - I <: " O' ,,j .., 1 E 6 r [ F.F.E. I 535.00'[ -� : [ F.F.E. � 1 535 00' [ : __ [ F.F.E. �: 535.00 , [ : '- T / I I -� I I I -- I I I I I I I I I I I -� I I I - - I I I I I I I , I I ->- I I I - - I I I I I I I I .... / ' .,. A "' , 15 lYP. lYP. : Pl RAMP HANDRAIL .� I I : F.F.E. � F. j F � . E :' . -aik-J- - (EDG - E PROTECTION NOT REQUIRED.) I I I I ,- - P1 Pl P1 __ 00 I -- 533.54'- \ 533.55' I ; ".. 1 -I - I I I I I I I I .... n +- --- -'H�--,J. D Cl I I I I I I / 1 / I I I I I I I ' 0 I "' CONSTRUCTION�: JOINT I "' ( E '11.. �, F.F.E. / 533.53'- ' ' '8 I 6'-Q" D 16 � ' F1 .-F.F.E. 533.54' q) I 3'-8" I - F.F.E. / I 7.46% 535.00' - � RAMP F.F.E. / 17'-5" 534.90' 17'-9" 14'-1" L / F2 .. B "', 15 , ... ..- I I I "-- F.F.E. I -535.00' I /Y I F.F.E. I / 534.93' I I I ,,,coNSTRUCTION I JOINT I �r, L ,= EA"V "' E "' CU ,;; R a; B °' O "' P "' E"N - l "' N"CO '" R s; N :.a E 'nl RI 19'-0" SLAB-ON-GRADE PLAN SCALE: 1/4" � 1'-0" N © 51 ' -6" q) I 16'-0" I 17'-9" 19'-8" I 14'-1" I r I r ' ' � I F2 I / ' .. B .. 15 ' '- F1 00 - - . . . . . •• .. . J· .; ' • . . .. : ..... . ' ' - - - ' REFER TO ELECTRICAL DWG'sl 3'-8" I F ' - I I I I I I I I '8 ®- � B -- :b I"' I r ' • I" 00 I • -- . . ' ' _J: -r-'-. �. -o� ' I 0 I I -in - ' I c' . - I N I I ·-El. . ' - -- j _ I '. 1· ; c' ' /....,__ J _/ 1 . I ' � ". ' I ' I �·m-:_ - I 0 ' . . . I r-'c.o -- - IJ,' � . - • I • - ,• ' ' .,. A "'- I ' N I I I ,a,' ' 0 I "' - ©--- / T.O.F.'i" 531.75' --- . N .. I n � . I . I ' D.J. . r - I I Pl I j . I I f ' , .. 4" 4,500 PSI I I • w/ . • CONCRETE SLAB-ON-GRADE . ' SYNTHETIC FIBER & W4xW4-4x4 . I .,. ,• ' I "' I I I • I "' E .. ' - " / It � 1 "', 16 , I . I .. : 4'-4" ,8" T - . .r 17'-1" L 8" I I I I . . . • 1---i,· I 1 �f-+- � . : .. k D:1; .r T - ' I 00 ' I I . ' "' . :, '· ' 00 I - - J.. D 16 I ' I , .. I P1 , ' • • I -- �,_-[3- - . ' . 1 I• ·• . . . I ' I I ' · 5'.� 2" I �.. · 1 - I' ,• I � .. . ' .. DJ/: 1 . 0) � ' .. / E '11.. 1 � r - . - , ; ' I . : . • .o - - L � F1 ' 16'-3" .. I .. -· . . ' . •. . 17'-9" . _;, .. ,, ' 00 D J/ I ' • I W.W.R . ' . r . � ' 1 . - -.. . ' ·• I, _,: .. . ' • ,A D.J. I - • . L F2 . . 0 - .. -- .. ' P1 I 4" 4,500 PSI CONCRETE SLAB-ON-GRADE w/ I SYNTHETIC FIBER & W4xW4-4x4 W.W.R. I ' .. I 00 - --8 " 18'-4" I Pl ". I , • ,.,.m 1-1+,-c - - - - - - ·;: 1 00 f-- -T --< -- ---- •-'. . . ' -� ,, . . _: ; . '• . . - . ' - . '"' - I �T.O.F. 00 T.O.F. 'i" I 532.67' 532.67' L - n I F2 I 00 -, .. --;-;-. . 1- • • . - ' . . . -t - - 16'-o" I 51'-6" ® . •• P1 P1 - •• .. I - I ' I I i I I 8" --'--- I ' I I I . ..,.< .. - ......... . , .. . � . . . : '·· 1J I . - .. . • ·:_ 1 • . .. . • ' .. ' /': .. " ' . . ' - - . , .. . - ., � D.J. ! - . . ,, - I - --t -=.J ' I 0 STRUCTURAL FOUNDATION PLAN SCALE: 1/4" - 1'-0" . - � �. ' 'I 00 ' " I .. � - . •• o , � r - D.J. . - n, . ,··1 4 ' . •. .. . , .. ' t I j � 4" 4,500 PSI CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 17'-1" ... � 15) ... ' "'f .,.. . -. , . , . . . . I j 1 7' -9" W4xW4-4x4 ., . . . . - . ' ·. . � F1 , . . J ' . . . . P1 I I I 1 W.W.R. I I I I I _IJ. I P1 I • ., . . • " ' ' - . J .. ., '[ ·• . . .. ' . : 1 ' .. · e :r ,--I .,_,._...;_ . . ; :- . . . -�·�...- . � •' . . . • r •. •• • • . .. I I I - ' 15 - lYP. -1'-6" ' ' "' 0 1 (lYP) I I I .. "' I - - tt8" I I - - � - '---" - -1� c' � - 532.67' I I I I I / ---® ---© N PROPOSED SHELTER- FOUNDATION PLAN REVISIONS BID SET 0 2024 J\lidwcstem Fngint'ers. Inc 802 WestBro;1dway Street P.O Bo., 295 Loogool�"<.'. lndia11a 47553 DATE JUNE 2024 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK C.W.R. PROJECT NUMBER 2022115-00 1 4 14 OF 20 I FlLE NUMBER 43464 I Do Not Use Plan Previews for Take Off