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HomeMy WebLinkAbout1608 W 16th Street 1 yl. , - -- � � ✓ 'T � - �-- j - i i _ _ 4-x!'4 MfGSOE BOLTS-- • - ------ �--- � TI ` - ---- - - _- ---�-�_ - •3 ES Q � �f =�r I!'•p I — !(: O" -- -SS f1_-'a �1%td OIA. ^ �-- -- -- — - - 4. �= t!••`' -- - -I`• �.` �'- 28-4' M WLow - U. �y� IBR MEW �p �? •3 TICS � SEATING LAYOUT Vac -ee,y k } �- epvp�- �'AV od ,I SM BELOW FOR SIZE SEE 6ELOIW FOR.stw MEW. —I` - -4..-- -- -- rt-- - —r — - � - -- --- --- - _� FOOTING f1ETAIL _ 20' wl. A L. � 6+� —r p +o o c L , •Q 09 { 1 I I I + foMru, cY,yq 60ia1 .f aur F?G. PAC SIZE PAO KECLF PICK RE04, --- M ' - + --- _—_--/- , j W 1 -- --- -- ��— - -Ir—.--- 1r_ �j q 4.4 . 12 4-•4 E.W. 4 ••S _A �_ _: ` I L_j-� L_�-J A 6 4-.a4'.V.IY� S-•4 E.W'. 4•ws � ! 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IS CONFICENTIAL AND �2. - �' MUST NOT BE MADE PUPLIC OR COPIED.THIS DRAWING 7 IS LOhNF SUBJECT TO RETURN UPON DEMAND AND IS NOT TO BE USED E ESTS. OR INCIRECTLY IN ANY WAY DETRIMENTAL TO OUR INTE E5T5 WSLEACHEA COMPANY O baM.py1yy OO�ry 100..r'1y.tL AS Z4-IT•a4 TF 4 6: Pq_SSBOX ORTAIL6 LALLA.M COUNTY FAIR PORT AlJGELfiS WMigMI6TQRI 4 W -C 12 PAWL SUPR7KT W G .I2 PANEL SUPPORT - w 6 , 4 7co, SANDS N �• 34 SNAP RGDS I I Y^OF SAND5 — I� I �I I Sic 5'AAv ROLS W 14 SO ROOF 6lAIA I r W A%SO ROOF EEMA ) ROOF BEAM LAYOUT �—•- -- -- •-� w 14 /St -19 ------------ - �4 SWAY ROD 15 . 3s 4 = .S . SS.q SWAv RCDSx x SWAY RDDS - W 14 .SC W 14 .3C -17 L W 14 so F- )4L. laµ I .-j I (22-ql/j) A � L ^ 15.33 4 G 15 . 33 q G 15 . 33.9 i �'q - ��/A•� C 15a 33.1 /S9'•n�j) :3R � �ai (2Y. ' 1'/e) � J J - =_------ j `- --- � �- w 1C.ZZ vl .O . 22 W 10 w 22 �� �N'•1Y�) � -` N 10 . 22 (S� IIs/j'� � /;1- �,�/j'�Q (22'- 9T/s') c H THIS DRAWING AND ALL INFORMATION TFlREIN IS TH:JUSEDDI (: _. 11'-C ►-� 20'-G' 20' O" Pr 1-O- O" �-. 20 .0 ... 20'-O• 20 O" ti .9'-O" �• OF THE SOUTHERN BLEACHER COMPANY, IS CONFIDENT MUST NOT BE MADE PUBLIC OR COPIED.THIS DRAWING 7 $ y SUEl�TO RETURN UPON DEMAND AND IS NOT TO B RECT.Y OR INDIRECTLY IN ANY WAY DETRIMENTAL TO ESTS. UNDERSTRUCTURE LAYOUT yFOr�{i F� bLEACNERCOMPANY '/a c 1'-0" -As voTev "4- 13 -84 .— JTF 'SME SOb : STRUCTURAL STEEL 1/O KAI-LAAO COUNTY FAIR C FORT ANGELES WAbNILGTON J r� _ i � I If � I I i I i I �� i 1 I � I I I { I I _ GO+_ Di;T LfNE OF STtEL WNEL aN I' ,QTS 1 — , I i i•-ci �. I � 6 THIS DRAWING AND I11 INFORMATION THEREIN IS THE PROPERTY OF THE SOUTHERN 9LEACHER COMPANY, IS CONFIDENTIAL AND MUST NOT BE MADE PUBLIC OR COPIED. THIS DRAWING 15:OANF-) SUBJECT 10 RETURN UPW DEMAND AND IS NOT TO NE USED J , I^f/ it;_low P.`TLY OR INDIRECTLY IN ANY WAY DETRIMENTAL Tn OUR INTO •� ___ 8.4 IS- .� ♦ _ _.. - �. :STA A D � G{pyIBLEACHER COMPANY INTERIOR SIDE VIEWgw as do-EnR�ISS _ �Tf r 1/=.. REVISiD JTP Sp6: 5TECL PANEL "%TALLATGy Lm ^LALLAPV( COLWTY PA{11; PCR M.IGELES, rYASWNGTOh: S S �, . +. • rS Y 7 I I QESICIFI LOADING � joB DE.�TADN TREAD a SEAT A14EA ((171055 AREA) i00w. I WM X 30 WIND LOAD (VERTICAL PROJECTION) 300@1✓ 2 W 0 x22 SEAT SEAT ((PARALLLELIOSWAY) 24 ILMuLAR SWAY) a✓ nr.✓ 3 W b X12 HANDRAILS IPERPENDICULAR; 50 QxAr.✓ 4 W • Y. 31 HANDRAILS (VERTICAL) IOD %sA It S W 4 x so SEAT B TREAD 120 IX[A 1./ 6 W 6 x 9 NOTE T C 15 x 3", I METAL STRUCTURE CONFORMS TO AISTM-36, B L 3 X 3 x 4 Z WFLOS ARE ALL AROUND WITH TYPE 86 9 L ! x 2 X 4As r WIRE MIO, L 2 x 2 x Aft 4^-111ACAAI EXTRUSIONS•ALLOY 6063-76 II 4 x Q X Nw PLATE W X G x V! PLATE 10 5.SIZE OF FOOTINB UNOEWIROU11Of TE76W1E0 1y LOCAL SOIL CONDITIONS e 0 x R X I LENGTH SNMY R00 bl• _ �•. --�_..'-1- _-1_..� ZI - o E; ft PLATE 6SWAY ROD THWAD9 TO BE 4f11 "�R-� Ss >w X IB I[rClIOR BOLT 6 NUT c WELDED A7 COMPLETION OF JOB, AFTER W 9 GAUGE CHAN LINK FENCE FINIAL /STqut TURALE BOLTS ARE 1M A-]25 B • x B x M PLATE 1 IN SCHED 40 GALV. PIPE I 14 .. --- 'G -'�___._. _ g 226 er GAUGE UGE •RBNEI ,. .3 6 x 6 x a6,PURE 4 F --� N ~ to 46 F ___c-. _ 4A A E ID B B E— B C C i A•2 X 12 RS ANODIZED 4LIAIIN(1M SEAT 6 61 A . 2 X10 ANODIZED ALUM SEA*✓ 8• 2X12 MILL ALUMINUM TREAD 1 6 2 X 10 MILL ALUM TREAD IS,E - 1 C • ✓ //'/ .8 _ 2 X • MILL ALUM Ex!Eti C- 2 X 10 MILL ALUMINUM TREAD '; r_ _- ----- 41SLE AREA 3NLr, 1 0 ` 0 - I X IO MILL ALUMINUM RISER I B I E •4W MILL ALUMINUM( "Z" BRACKET - I X B WILL ALUM RISER ✓ - f F .2 x 6 ANODIZED ALUMINUM BACK REST G-ANODIZED ALUMS" STANCHION ONLY • 4`MILLAALLIMINUM`ILL Z' WAILF P ( SRACXr-, N ( PLANK ARRANGEMENT PLANK ARRANGEMENT I" • i-o" 11x30 R s e I .,c Ic ! a - iT t 14 4 6 f { i , . •�' ,. �.-: f S! 14 , 1�VAPHJMCA�O FORA Ul P �1' d d '17 •� � �_T�L' I INC PE.FRP{ p,bDATE) 1A\1T_iE.1Y?i.fc'..1•:itAginAv.L�BE `1^ s , _M L, 3p RESP(':\al.;:, TIM , ".! \T OW i.�i'� yL.2LA' PERM17 &j,IAN E.FEF CHAb GEVABL N li THR UNUMUall US TA UTTER SHIELD Ar )PT,_vA_ 3 15 is Iz wl !A, J7J ' J IS J CONSTRUCTION CO. O[H[wAL coldTwd-C L .�• y RWoa..uk Cour.wey� jV IS ' L.. Irdou.+w"SLAV. • 1001- 1 I� � �...�. L'—'1�• .,. i 4 .,,• IS-10;/4W16# ti S'•IOBi'a" 11 6 C C �itfL�P1f6L.ACHER COMPANY O qr qM.W-"r.iFu.aV. .OMlryl 1�Y"•.w..•w. •Y..►.VY/1� SIDE VIEW S,.)-4 COWS o'.2i 1b ALLAH COIJI.TY FAIR I ,� FORT ANGELES VWLSHINGT>!JAI ,�•^�;� >, �: RECEIVED FEB 2 2 10 i T}EAD 8 SEAT AREA IGROSS MEA) LOOK1 W N X 30 14 '- - OW LOAD (VERTICAL PRQIECTIOAA) 30PA. 2 W!0 x 22 1 SEAT (PERPENDICULAR SWAT) 10 IA•A f ; w 10 x 12 SEA VARALLEL SMAYI 24 W" 4 w p X 31 HANDRAILS (PFIIPEMMCULAR) SO M$Af - - 1NNDRAILS (VERTICAL) q0 "NAf. S W 6 X 20 ig •EAT 4 TREAD 120160 f. 6 W 6 X 9 (VERTICAL) so I` 1 C NOTES 7 IS X33.9 -- 8 L 3 x 3 X W �--!�A•� LMEML STRUCTURE CONFORMS TO ASTM.-*S. 9 L 3 X 2 x ft 2.111ELDS ARE ALL ARDUND WITH TYPE 88 Ott r oft M6. 0 L2 X2XMA p p &NAMMN N EXTRUSIab•ALLOT 6063-T6 it D X 12 x Va PLATE i SE! SHT 4 IJP 5..',, 4 WSWQ'3!CS.1 L.CAD`•.a ALLDIAIP•� a x M x N PLATE A POR DlTAILS. . `� 3 3 8 x 6 X IlY PLATE U� // 1 SS12E OF FOOTING UNDERGROUND DETERMINED • ?, 8Y LOCK SOIL CONDITIONS. 14 All X REO'D LENGTH SWAY ROD 9 8 A • 2 X 1G WILL AL ALMA SEAL �I 6.SMYT ROD THREADS TO BE VINGEO (11 IS 4%X IW AND40R BOLT 8 NUT C • 2 X A WILL ALUM ils,E WELDED AT COMPLETION OF JOB, AFTER --- t 2 X p Ai9MILAREALUM A1LV Ex•E\ W 9 GAUL£ CHAIN LINK FENCE � i, FRAIL TIGHTEINNG !A1ILE AREA part 17 IUA SCHED. AO GAW. PIPE L 1 X 8 MILL ALUM 4A 7STRUCTUIIK 8p1T5 ARE K 4-325 EI 8 X 8 x W PLATE 6 WAxlD EGAD = DICTATED DESIGN. _-- —_ 9. .009 LOADIx4c6 • 20 LEyS/1 F g 14 GAUGE •z• - 10.501E F+tEESSIJRE ISOO F+yF. 26 GAUGE •R• PANEL 1 8 x 6 x MR PLAT! GUSSET It PLANK ARRANGEMENT I F H w A B r. / 1)1 ` C �;�-- l D r '� E -- C 8 '12 I .. .. .. .. .. i 1A• 2 x 12 RS ANODIZED ALUMINUM STAT , iT s fT-ll• L v TI .. •• 2X12 Alt ALUMINUM TREAD C • 2 X q MILL ALUMINUM TREAD - 0- 1 x q MILL ALUMINUM RISER -1 4 1 E • 41011 MALL ALUMINUM Y BRACKET 1 F • 1 x 6 ANODIZED ALUMINUM MOI AL T 4 G • ANODIZED M.UMNM STANCHION &AMA• M • 2 x 6 MILL ALLWAIMUM HALF Voll' OPILV (J . 4MITI AIUMIMUM•T• NNILK61 - a 1 P AW ARRANGEMENT u" n r 10 4. , i7 110 w .I • A S C�x OfS:TANCE FROM PG'J61T OF - / -� '.r':1 ,� _ � /4-2x10 4!•2.4 D .': STRMK.FJC 'r0 LEADMW I.DSE �j� •_ • ?C)LITTER SHIELD li ! OF S" a d" CLIP. '7;�7?:' ' �• ; -� `:I -j -----1 - +i �` . 1• ' •� �. ,.17, ELEV. 5? IO S'• I" (F17ER5 IsC; "� C "E', IS• 2 �1'�r I � i 7 1121- \ ZLRV. Q IOE'•4{4 11'•S ,A 21 100' 11 . . Es:u=cjE-_TTo;v,JRN DRAWING FxK/ALL INFORMATION THEREIN IS ROPE RTV RNDLFACHEk COMPANY. IS CONFIDENTIAL AND ADE PUBLIC OR COPIED,THIS DRAWING IS LOANED "1RN UPON DEMAND AND IS NOT TO UE USED 1?'- IRECTLYININV WAY OEfRIMENTAL TO OU0.IN7EK- Z -9w �.4W n /P� BLEACNER COMPANY O p•N .4wny T•.1 Y� . .•.1I.O.V w�...y�XR•I �Yu•• SIDE VIEW As- vrsac iTP T'vl"c- P '-A.L.LAM COUNTY FAIR I s T AIJG!•LE6 VLASMBJ.IGTG6i