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HomeMy WebLinkAboutWTR2702953.61A B C D E F C H J K L IM N 0 P M TOP OF PILASTER DETAIL N JOIST GIRDER EL. = 114.17 JOIST GIRDER 10 10 P OF PILASTER � O CV OPEN WEB STEEL JOIST 6-#6 VERT. BARS, TYP. TOP = 114.17 SEE NOTES (TYP.) EL. ~ 12 STRUCTURAL DECK 3 D co SEE NOTES (TYP.)in in m -'V 6-#6 BARS CMU PILASTER — g CD 6-#8 BARS #6 VERT. DOWELS, T P. LOUVER, TYP. OF 2 TOP OF WALLWALL CONC BEAM SEE ARCH DWG EL. = 106.83 _ CMU PILASTER i� g DETAIL SIM. GABLE VENT, TYP. OF 2 � - �— EACH SIDE, SEE ARCH DWG i I oo JOIST GIRDER—,10 10 �, 4'- 0 L 2 DETAIL I _ CMU WALL TYP. ��i ITOP OF PILASTER #4 TIES Q 8", TYP. ( )ter- EL. = 102.83 #4 STIRRUPS 14", ! i — 6-#6 VERT. BARS, TYP. F TYP. 6 #6 VERT. BARS, TYP- - N — 10 10 E _ - CMU PILASTER 8 I 10 10 - - - - CMU PILASTER CMU PILASTER T� I I I i I � � i I � o DrDN _ I 2 DETAIL I I i 10 10 10 10 p 10�10 _ D CMU WALL D --- CMU WALL - 10 10 D #6 VERT. DOWELS, TYP CMU WALL # =� r 6 DOWELS #6 DOWELS 0 o FOR PILASTER - I CMU WALL CD FOR PILASTER 7 CONC WALL CONC COLUMN CONC WALL CONC PILASTER CONC PILASTER 3 1 01 2 1 10 4 3 10 4 1 ]J FINISH FLOOR 10 4 2 "' FINISH FLOOR 6" CONC CURB 1014 -11 FINISH FLOOR _. EL. = 87.00 EL. = 87.00 Lj EL = 87.00 2'-4"X1'-8" OPENING FOR ACCESS DOOR SEE ARCH DWG -4' 14'-0 ,-4 6 6 SECTION A SECTION B SECTION C SCALE: 1 /4•"=1' -0" 510 610 �10 SCALE: 1 /4"=V-0" I =_• i SCALE: 1 /4"=V-0" i II .-- -- - m 3 8 3„ 14' W '=icy N II II I'I v i I_ JOIST GIRDER JOIST GIRDER 1 -0„ i 1 1 !�T N N TR L---- -----i �_ - i 12 6„ 12 HEIGHT \ 1 /2 12 TYP. METAL DECK i i i 3/8 TYP. co RFI 18 S UCTUAL N LOUVER I 11 -4 11'-4" TYP. 1 4 KNIFE PL I_-.� o 0 ----------- r----------T---------- r---------- r----------'----____--- r------___— / ----------- ---------- 0*4 v' 2-#5 3 SIDES TYP. _ JOIST W 6" EMBED. _ __-- ___ Ji____l ___ � _.._. ___. / • .__J •___J d __J •..._J •___J __—� � , ,. , 2 /3 4. � AB -- i—__ ___1 _____i_____—__—_ ------'----- ----", r'� fr �---- , w ----- r r# ----5 _� 24 OC l#7 8" OC SEE DWG S3 2- 4 3/16 3/4„� A.B. STABI ER PLAT 4 STABILIZER E 7 8' OC # # 2 #4 3/4 X6 X6" PL 3/4"X6"X9" „ �� r , r Q #5 @ 24" OC I I _ �_' _, L6X4X3/8 LLV X 1 -0" 16" O.C. 6 J(6 t_ " : _ 4' 0" CC �- ' ; #3 TIES @ 8" OC ---=-- - #3 TIES @ 8" OC r , ; L6x4x3 _----J-------_—I------------ --- ,r i I #4 STIRRUPS N 8 / LLV, CONT. 6-#6 14-#6 114" OC �_' JOIST GIRDER J COURSE A COURSE A 2-#7 FOR TOP OF PILASTER :..., : #6©16 r #6@16" LINTEL BEAM ' ' ' ' STL PL 1 "X14"X15" -----------------;-------------------------- _ SEE DWG S3 , NON -SHRINK GROUT r i . , r .----------------- . , � r .---------------=- 3-#4 TIES 3r. r4i #4@24" ;'; #4Q24" k ` i ROLL -UP DOOR 6' v ----J' _-------� 4-3/4"0 A.B. >_ I----------- -------' ---------� 0 1>-3/„ 2,-7/" SEE RFI 68 RE: W/ 15 EMBED FL STABILIZER PLATE ~� OPEN END CMU Y I 3/4„X6„X6„ COURSE B COURSE B BLOCK (TYP) co SECTION G SECTION H SECTION SECTION E SCALE: 1"=1'-0" 610 SCALE: 1"=V-0" 610 ON SECTION F o SCALE: 1 /2"=1'-0" 1010 SCALE: 1 /2"=1'-0" 10 10 SCALE: 1 /2"=1'-0" 1010 ETAI L D ETAI I- 2 W i v •3 v 0 0 U 0 r-i i SCALE: 3/4"=1'-0" �10 SCALE: 3/4"=1'-0" �10 2 0 2 4 8 12 W=2953D 1 /4"=1'-0" 0 1 2 3 ,n 1 "=1'-0" r7 CD SURVEYED: SCALE: AS SHOWN i DESIGNED: AC VERTICAL: NAVD 1988 - CITY OF RE N T O N DATE: ECONOMIC 2005 n Planning/Building/Public Works De t. DRAWN: AC ONE INCH HORIZONTAL: NAD 1983/1991 Kennel /Jenks ECONOMIC AND ENGINEERINGP w y SERVICES, INC. PROJECT No. 3-01-358 CHECKED: DLB Consultants MAPLEWOOD AT FULL "SCALE APPROVED: SEM 10900 NE 4th STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REvisloN No. 32001 32nd Avenue South, Suite 100 BELLEVUE, WASHINGTON 98005 IF NOT ONE INCH DATUM Federal .Way, Washington 98001 Y - RECORD DRAWING 12/05 SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL SHT NO. w w NO. REVISION BY DATE APPR MASONRY SECTIONS AND DETAILS DWG No. S1 A B C D E F G H I J K L M N W 2953AA M5