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HomeMy WebLinkAboutR-419525Ln 1 O LLI F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE V. c ° "" p _ a° 4 ° - a a ° ..p CV qG p C V 7. 7 p N V. 53 55 DUGOUT & ROOF 54 DUGOUT a ° A. " SUPPORT SECTION �.4ENDWLLc4.4 °' a� . .4. ELEV.. a ' STORAdEq a WABASH VALLEY : a. p p a p ° c4.4 SHELF �N�.o-�^ , a ..- .°•. a�..� p TRASI+ RECEPT. a aa ° ° DUGOUT hXa0o pP"apP MODEL # llR310p °7 P=42�.17(YP POST & SCREEN ai °a .. pvav °aav P 42•17 (TYP) V v ° . v� ° ---------- ---- -- --- ----- --°°v XPX ° V. a.Qa v v'r�a. ° .° . N° av " .° v" a� aX a p °.. c . a a- ° - v v1 + d�IbI °°'":v p" v ..o v TSHv °Tc° a• a . °� EDGE OF a DUGOUTS v vc °.- a.. va. .. v °: a DUGOUT ROOF a o a-�'a- av•°" p °BEN a ;° ° . ..a a v �°° v '� °°_. : vc ° �."° v ° v . 12 ° "a d :p 4- a�-�•• ° a. : N "a."a aIv ° N °GRATE-424.99(TYP) ° 57vBATTC a '- .. P°425.00(TY P) -1 =aR ° TC C:°° - . : \ ° Vv RACK Q4 7 "° p V. �a- °.- vI vp a" °I °-a' °'- v v .. .a < 77 0. • '� ...9 -Pp- .'b :°'.- va .:,1'II.av •.. -p : ♦°v:�c.a" aar ' .' fa. ' cv• ,°` - -° •" .p.. :v - - -a�:: -a. • •p'° "-��"-µ--- -a� r-°a La•�." - dia : • ."-v r.�`�-. iar '.. ',_ •Qw'4 ra-••.. •a•.p'. ' v " �X a TX•r�X�XmeX1 X -X�X C+ X -° T.�- �X_ ,•T-- .-d°..T-rX XX ...........:10-0 TYP I '».............. '_.........'-0»:::.......:::: CURB.1010TP=425.04 ::..TP=425.04 TY Isr FENCE FABRIC FG FIELD=425.00 TYP ........... Yv 0� FG FIELD=42T NOTE: 4BACKSTOP POST FOR DUGOUT ROOF I 47 BACKSTOP POST c4.3 FOOTING TYP FRAMING SEE 52 i C4.3 & FOOTING TYP ANGLED c4.4 DUGOUT ROOF 20 -0» (DUGOUT AREA) OVERHANG (SEE DETAILS) si DUGOUT PLAN VIEW 'ENLARGEMENT' C4.3 31T = 1'-0" ON FULL SIZE (30"x42") (NOTE:FIRST BASE LINE DUGOUT SHOWN, THIRD BASE LINE SIMILAR) .0,) 0 E" 16, 32" 1 0'-0» 9'-8» 2 2 � � 2x6 GALV. STEEL ROOF PURLIN END/FASCIA (TYP) i DUGOUT ROOF SUPPORT -_ POST (BEYOND) 2x4 GALV STEEL 20 GA. CORRUGATED STEEL ROOFING ROOF SUPPORT PANELS ATTACH TO FRAMING WITH PURLINS AT #12 x 1" LONG TEK SCREWS & 307O.C. (TYP) NEOPRENE WASHERS (SIDE LAPS SHALL BE SECURED WITH #12 x Vi LONG TEK SCREWS & NEOPRENE WASHERS), SPACING OF ALL SCREWS 2x6 GALV. STEEL PER STEEL ROOFING PANEL ROOF SUPPORTS --ELEV=433.21 ELEV=433.21--C MANUFACTURER (TYP) (TYP) 1.66'O.D. TOP RAIL, SET FLUSH �' W/PLAZA SIDE FACE OF POSTS 10'-o" C-' r 9 GA CORE WIRE BACKSTOP MID I 4" O.D. ANGLED ROOF I FABRIC (TYP) RAIL (TYP) SUPPORT POST (TYP) 1.66'O.D. MID RAIL, SET FLUSH DUGOUT BENCH & SHELF CW/PLAZA SIDE FACE OF POSTS BACKSTOP (SEE SPECS), SURFACE 56 DUGOUT ROOF POST (TYP) MOUNT LEVEL AND PLUMB C4.4 POST MOUNTING PER MANUFACTURERS RECOMMENDATIONS TP=425.17 TS=499.50 28 CONC. AT FIELD TC=425.04 c4.� PAVING 12" (MIN.) � r� /,-GRATE=42 �U.....�` U1 a _-_- -_ - �`I T DIA.x36" DEPTH CONC. FOOTING AT EACH POST =1 I I-- 4 • -I I I (SEE DETAIL 56 TYP) DUGOUT ROOF CONSTRUCTION NOTES: c4.4 • ROOF SUPPORTS - 2x6 GALVANIZED TUBE STEEL; BOLT 2x6 TS ROOF SUPPORTS TO 4O.D. BACKSTOP AND ANGLED ROOF SUPPORT POSTS WITH TWO (2) Y8" DIA.x8" M.B. AT EACH POST. • ROOF PURLINS - 2x4 GALVANIZED TUBE STEEL; WELD 2x4 TS ROOF PURLINS AT 30" O.C. TO 2x6 TS ROOF SUPPORTS FLUSH WITH TOP OF SUPPORTS (END ROOF PURLIN/FASCIAS ARE 2x6). • ANGLED ROOF SUPPORT POSTS - 47O.D. GALVANIZED STEEL, BENT (4;'4" ABOVE BASE) AT 15 DEGREE ANGLE TO MATCH BACKSTOP POSTS; WITH WELDED Y2" STEEL PLATE MOUNTING BASE (SEE DETAILS); BOLT 2x6 TS ROOF SUPPORTS TO 47O.D. POSTS. • TOP, MID AND/OR BOTTOM RAILS - 1.66'O.D. GALVANIZED STEEL; COUPLE TO 47O.D. POSTS FLUSH WITH PLAZA SIDE OF POSTS (SET ALL RAILS LEVEL). • 4" AEP METAL ROOF FLASHING TO BE INSTALLED AROUND PERIMETER OF ROOF AND METAL ROOFING CONNECTIONS. • PROVIDE CORREGATED CLOSURE STRIP (VISTA FOAM) AT EACH PERLIN. K*5'_�5DUGOUT & ROOF SUPPORT SECTION 1 /2" = 1'-0" ON FULL SIZE (30" x42" ) �.46„ 127 7 52 DUGOUT C4.4 ROOF FRAMING ELEV=433.49 10'-0" 10'-0" 6V4 7Y4" I32YI6"t I36%s"t 43Y8"t j DUGOUT ROOFING i 6„ _ _ _ _ _ ELEV=437.42 27 - --ELEV=436.90 43�8' f LEV=435.40 ROOF SUPPORT POST (TYP) SEE PLANS NVA ft#kDUGOUT :• • 4 O.D. ANGLED EXP. BOLTS, / ROOF SUPPORT NUTS, & POST (TYP) B WASHERS ' CONC. / 10" 0. D. Y2" STL. (EQUALLY 0 O MOUNTING PAVING SPACED, TYP) 0 PLATE (TYP) /� �'- ,. p, .II•. it 47O.D. T oc POST 0110 0 0p i EXP.BOLTS - p - =1 �.�,���:�;.:;::��•._ � - (TYP ) _ A =1 Y2„ STL. CONC. POST '` ' MOUNTING I » FOOTING • PLATE (TYP) 5 f g 10 SECTION AA MOUNTING PLATE -PLAN so = 1,-Cr (4)!'s" 0 x8" 10" 0. D. Y2" STL. 15' EXP.BOLTS (TYP)p MOUNTING 4"O.D. ANGLED p PLATE (TYP) ROOF SUPPORT » O.D. POST (TYP) f 10"O.D. Y2" STL. 1.66 O.D. ,...,4 RAILS (TYP) A POST -H ^ I / MOUNTING PLATE, WELDED TO BASE A p. > ®:::.. A OF POST (TYP) " --: - p A. • p. R .. . p •' I ••.p . I ° p A. I CONC. POST >:: :.:.~ ,r.: :. FOOTING r ::• >. ' .11 �t.. <1i QN-SHRINK ....a.' r i �p . iA-A ""GROUT (Y2"f ) PLAZA SIDE POST -PLAN SECTION BB (a TOTAL PER ouwur) i-i/r = r-v ss DUGOUT ROOF POST MOUNTING DETAILS C4.4 �„ E� " 3/4° = 1'-0" ON FULL SIZE (30r x42") (UNLESS NOTED OTHERWISE) .) 0 27'-6" (DUGOUT ROOF FRAMING) �2x6 GALV. STEEL 2x4 GALV STEEL 2x6 GALV. STEEL 2x6 GALV. STEEL ROOF PURLIN/END ROOF SUPPORT ROOF SUPPORTS ROOF PURLIN/END FASCIA (TYP) PURLINS AT (BOLTED TO FASCIA (TYP) 30"O.C. (TYP) POSTS, TYP) K*5'_�2DUGOUT ROOF FRAMING -PLAN VIEW �.4I�..� 1 /4" = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 48" iii iu IN 11 III III III IN III Ill III IN IN, � ' 1111 III 111 I11 111 III 111 I11 111 i 111 I II 111 III 111 III 111 III 111 III 111 III 111 I - 1111 III 111 I11 111 III 111 I11 111 III 111 I � II 111 III 111 III 111 III 111 III 111 III 111 � 1 • � 1111 III 111 I11 111 III 111 I11 111 III ul I II 111 III 111 III 111 III 111 III 111 III III1111�- -•• 91mIpu�ImlluyP LII.pI °9101IPnlpu1l11 - ' ri1i�101111 i�i1i111011 i�i�i�i�i�i�i� - • • - - • - .. • 1 �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/' :. ' - • 1 ' 28 CONC. PAVING 56 DUGOUT ROOF c4.4 POST BASE (TYP) 54 DUGOUT END WALL ELEVATION �.4I�..�� 1 /4" = 1'-0" ON FULL SIZE (30" x42" ) 0 12" 24" 49' 10'-2" (FIELD VERIFY) 9'-8" (FIELD VERIFY) "Y2 3Y21 CARR. BOLTS (TYP) Y2 Y21 " GUSSET (TYP) IY2" 1.66 O.D. MID RAILS (TYP) ' I I I c') � R=2" R=27-/ �4O.D. BACKSTOP POSTS PLAN VIEW 1" - 1'-0" ON 0 3" It 12' FULL SIZE (30" x42" ) BAT RACK NOTES: • FIELD VERIFY POST SPACING PRIOR TO FABRICATION • BAT RACK IS Y4" THICK STEEL SHEET 10'-2" IN LENGTH. SHEET IS BENT AT 99 ANGLES W/RADIUS OF Y4" • EASE ALL EDGES • PROVIDE (2)-Y8"x1"HORIZ. HOLE/SLOTS IN EACH END OF BAT RACK FOR CARRIAGE BOLT INSTALLATION • HOT DIP GALVANIZE AFTER FABRICATION, GRIND OFF ALL BURRS • BOLT TO 47O.D. POSTS AS SHOWN W/(4)Y2" DIA. GALV. CARRIAGE BOLTS, WASHERS & NUTS (INSTALL WITH NUTS ON DUGOUT SIDE), PEEN BOLT ENDS FOR SAFETY • ONE BAT RACK IS REQUIRED AT EACH DUGOUT r5_5 BAT RACK DETAILS C4.4 % SCALE : AS NOTED C 1 ' I C 4" 4,�'4"LIP ' EASE 711- - _ - ALL EDGES PARTIAL PLAN 1" = 3" ON 0 4" 1 W 3" FULL SIZE (30" x42" ) 3Y2" R=Y4" (TYP) J CARRI E BOLT HO N CARRIAGE BOLT HOLE 2" Y4" THICK ( N 27) METAL GUSSET PLATE, WELD TO ANGLE, 5Y2" FROM EACH END AND 20" O.C. (6 TOTAL) SECTION CC 3/4" = 1'-0" ON 0 4" 8" 16" FULL SIZE (30" x42" ) r^ C C m E v J of rn O w NN N n N 1^ o LL N Q`c U � Q: � rT, rr1 U@ MMn\JJ �'a C � 3 J (!) N3 N Q m N o o � � ILL] Z Y LL1 M ~ Z O Z N 0� \ LL o ZzNQ z\ Luz� F W \} J Wz FNrJ (n�J� Q Ij U� = J V) w �11■1 m m � Cn J � O Q 0 +) W ;-10 0 a •� 06 '-' Z 0 � c U a w CO W F_ 601 DEVELOPMENT ENGINEERING jchavez 03/17/2022 PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\l7501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C4.1-C4.7.DWG // Plotted: 1.18.22-12:53 By(sjensen) BID #: C4.4 R-419525 Sheet 25 of 40