Midwestern Engineers, Inc. Plan Preview

" z 0 " w w ' " w 0 0 z 0 w w C >- w 0 u N s 0 0 u 0 " ' u w 0 w w 0 " " < s w ' w w 0 ,� <o " wS z; :.01 � � •o .. NO 0 - N -- N 0 -.... �� � oJ , Sw w • >- -.... ow 'I - " - "" • "' 0 � ·O � �u ,. zS < o o, - 0 o< ;al is S,l :r '--'N cc :, m <c I PLAN KEY NOTES I G Q,l,lQQQ-CAS T-IN-PLACE CQNCRETE EXTERIOR SLAB-ON-GRADE w/ LIGHT BROOM FINISH 0 Q,l,lQQQ CASI IN PLACE CQNCBETE 28"x28" CONCRETE PIER (TYP. OF 8) 0 Q14,l1,l 8Q�EBEQ S TQ�E MASQNBt VE�EEB MANUFACTURED STONE VENEER ATTACHED TO CONCRETE PIER 0 055213-PIPE & TUBE RAILING HANDRAIL OR GUARDRAIL AS SHOWN ON DWG's GENERAL CONSTRUCTION NOTES 1 TOP OF FINISH FLOOR SURFACE SHALL SLOPE NO MORE THAN 1.5%-2% 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. 4 j" EXPANSION JOINT MATERIAL PER SECTION D330DO CAST-IN-PLACE CONCBETE w/ JOINT SEALANT "JS#1" PER SECTION Q792QO-JOINT SEALANTS. 5 PROVIDE EXPANSION JOINT AROUND CONCRETE PIERS. 6 SEE GRADING PLANS FOR RAMP & WALKING SURFACE ELEVATIONS. DESIGN CRITERIA ASCE 7-1D MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES. SNOW: • Pm Ps Cs I, C, WIND. Vuit V ,so RISK CATEGORY EXPOSURE GCpl MWFRS - ... SEISMIC· 20.0 PSF GROUND SNOW LOAD 16.4 PSF FLAT ROOF SNOW LOAD 0.0 PSF MINIMUM FLAT ROOF SNOW 16.4 PSF SLOPED ROOF SNOW LOAD 1.0 SLOPE FACTOR 0.9 SNOW EXPOSURE FACTOR 1.0 SNOW LOAD IMPORTANCE FACTOR 1.3 THERMAL FACTOR 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) 90 PSF NOMINAL DESIGN WIND SPEED II CATEGORY C 0.0 - OPEN BUILDING ±16 PSI' MINIMUM ON PROJECTED VERTICAL SURFACE . - ---- - -- -- --- -- --- -- -- - -------- - -- - - ---- - . __J,___ I Q SEiSMlc _lMPORfANCI: f'ACTOR _ ___ ____ _ __ __ __ S; li.126g Is ti'f'i:TRAb RE$�(JN!:r ACG�Ll<RAflON ·- - . - - . - -- ----- --.- ------- ------· -- ------- ------ - - --- --- �. D J26<j §�QRT �[RIOD �rnlGN si'�GfRAb R[SPONS[ AGC[cERATION SITE C\.6SS_ SEISMIC DESIGN CATEGORY V 2.13 KIP DESIGN BAS� SHEAR - -- - - --- -- - ·- - --- - - - ---� . ·- -- ___ W _ _ 22 9. Kii' &Fetcr1Vt EEl$Mii; WEIGHf__ _ ______ __Cs D,Oj J.l_�ISMIC RcSjSONs,E CQ�>FICIKNT .. __ ... _ R 3.5 RESPONSE MDQIFltAT!QN COE_ FFIGiENT Ho 0 PSF /FT DESIGN LATERAL ACTIVE SOIL PRESSURE Ho D 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 4,000 PSI CONCRETE PIER P1 28"Lx28"W w/#4 TIES @ 12" o . c . & 536.61' ALL (8)-#7 VERT. DOWELS EVENLY -- SPACED AROUND PERIMETER. 4,000 PSI CONCRETE FOOTING LINE F1 6'-6"Lx6'-6"Wx20''D w/ -- 532.67' B1,84,C1,C4 #6 BARS @ 12" O.C.E.W. 4,000 PSI CONCRETE FOOTING F2 8'-6"Lx6'-6"Wx2D"D w/ -- 532.67' A2,A3,D2,D3 #6 BARS @ 12" O.C.E.W. I I I I I I F.F.E. F.F.E. 533.25' 15 ----------,---------.----- ..------�-------f - ---------- 53 _ ' _ - _ 1 _ 0 ·_ · _ o_ / _ o_ c �o_ N _ C _ R _ ET _ E _ F _ L _ oo_ R _____ __,,.-- - - --------,- .- -=-=--=--=--=--=--=--=-=__::;f- ----;----- -,.- 1 I I I 17'-9" 18'-4" [SQUARE] , FFE. I FF.� F.F.E. B F.F.E. 533.91' I 533.91' F.F.E. 533.92' B 533.92' f - ---1� 533.92' � ,..,...,,_...-. 1 , r-f 15 -�r�--11r--+-1·--,.,�+ 1 r{v -�r 1 _ j ' .:.:.:ll>"'+-ll:....__..J.._.... n- --lf- -.i..l . P 1 i. lJ 5'-� " "' ' 6'-11" •. : ... L : I I I I I I I I 17'-9" 4 HANDRAIL TYP. OF 9 I � P1 .:•· �/ �- ,� ' > � ·• : F.F.E. / 533.28' 1 I -- ----- � --- ---- -------�--- - �---� ------ --- ----�-- -- --- / I I I I I : I I 6'-1f I t-@ : F.F.E. I I I � TYP. F.F.E. 533.2 I I I I I I I ?JI �: 500.,. 1 (--1.5% F.F.E. 534 oo· I � I ;.,., 1--'-< C. J . ( TYP . ) I I I I I I I I I 534.DO I 1.5% i������ f"''"' F.F.E. 533.58' ·.:;, ;•I · J . . . , . . . I I co I , I I I I I ------ - � ---- --- -- - -- - -- 1---- ---� ------- -------� -- -- --- 1 I I I I I I I I I I ,S-JL.J.W:......tTYP.] I 536.61' : : l� : . . . . : I P i · 1 I I Pi ·: I TYP. I 4 GUARDRAIL w/ HANDRAIL (TYP. ALONG OPEN SIDE OF F.F.E. 533.51' RAMP) I .· I I I .• L I 1------,lff------t"<'-�---�+--,----�-------,i---',----"----�---�----+'-'-·-" -, : .,..... ______ f-__�__ ...L.___......L__,....____ +llr·----+ F.F.E. 533.51' ' 0 "' F.F.E. 533.44' s'-o" F.F.E. 533.91' F.F.E. 533.51' 17'-9" 15 - F.F.E. 533.91' 17'-9" N 0 F.F.E. 533. 84' F.F.E. 533.91' 18'-4" F.F.E. 533.91' F.F.E. 533.84' SLAB-ON-GRADE PLAN SCALE: 1/4" - 1'-0" 51 '-6" 16'-0" F.F.E. 533.91' 17'-9" 11'-9" F.F.E. 533.91' F.F.E. 533.51' F.F.E. 533.58' 5'-0" D 16 � I fO� I F2 --- ---i I I 11l n I _ I _ _ . _ I-_-,- - ' "' F.F.E. 533.44' ALTERNATE B I Q; FIN. FLOOR TO BE AT ELEV. 533.45' OMIT ADA RAMP, LANDINGS, & GUARDRAIL. , ®----'""-- - �, -"!,- "--+,:ca_·_- r·_-... L' -:-=-:-_-�-=-- ·-= I _·_·� 1,,- 1 ·---=----=--- "'\'- ""' 1�$�" Miac-":J( ·tC:: 1 ;:<-7' . I . . P 1 I .d --® -!-----'Ir-------- B I 0 I "' .,. - - I ' I iYP . I ! : ,! # . c_ _ _ _ �"--124 I. 5 REBAR AT Rt-ENTRANT CORNER (TYP,) L __ i___ - L _ - 1 - _ _J L -- -1-: 1 - _J �---------- -� 5" 4,500 PSI ! I I : 5" 4,500 PSI CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & W4xW4-4x4 W.W.R. CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & W4xW4-4x4 W.W.R. I 1 ��N���E pi�B-ON-GRADE w/ I j SYNTHETIC FIBER & W4xW4-4x4 W.W.R. ' I I 1---,-- -, 1-l-,--1 -I --,-i-1 1--,-: -, ' "' I ' 0 I I i P1� I I I I I I i /r�ili j @) - I .. t- 1, 1 i I P1 � : � , P1 I ! _: :r' 1 C - - ,,-- - .· �I -_-l·�"E:11 .:-'� _J _ I ,=--=-�;=-cc- _I _ - . ' 'D- I_--· -- -- ___ l__ rm�I- ! ··--- --·- _I / W _ _L-�-:f:-+.l......__jp.=._01 - , . - .I-=-- - --t- -�·i.. ;- -r-- -. - --- - - -1 I �---© -, ,I / 2 d _,__ _J I I I ' I L__ '---:-'l 2 @--/ F1 1� I I s T.O.F. I I s T.O.F. F1 � 53 T 2 ° 6;; L____ __] 532.67' L ______] 532.67' 532.67' REFER TO ELECTRICAL DWG's >---� 17'-9" N I ® F2 F2 16'-D" 51'-6" I 0 STRUCTURAL FOUNDATION PLAN SCALE: 1/4" - 1'-0" 1 7' -9" ' PROPOSED SHELTER- FOUNDATION PLAN r:ilr:il .,, :.:: E--< <C I-..: 0 � Z <CQ ...... ! t:i 0 >wo ><" r 0..: 0 z ..: I- ;::, ... .,, .....:l 0 :::E: :t: i::,:., u '"'U z :.:: ..: 0 l;j ..: :::, <C :t: � � ... u R�ISIONS .. . . BID SET 02024 Midwestern Engineers. Inc 802 We,;1 llroa<lway Street P.O. Box 295 Loogootee. Indiana 47S53 DATE APRIL 2024 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK C.W.R. PROJECT NUMBER 2022115-00 14 14 OF 20 I FllE NUMBER 43464 I Do Not Use Plan Previews for Take Off