Loading...
HomeMy WebLinkAbout10147515.pdf_S^ % un "OL BAM STREET E5 I I IF -0 0 L L Qmot mLtA(;mtm _j L 74 WDE MAWE W cr 5 FT 1MDS0WE& OUT SANTA ANA, C7 7-S�N ,@ A VELA) OUT 't7 ZXr PAL Nfl' �,W SRAI ,�O ,r.", IS CHArA SPACES OVERALL SITE PLAN rr 2004 SEATING 'Zpf 70TAL S-RA CAPA I GT_) Scale 1 80' OCT ­C1 LANDING yaw b, ALL DIMENSIONS & dLEVATIONS TO B£ FIELD VERIFIED fihpyK t pryAn& BEFORE F;@RV ION t olty of A�zo I.— W.— Pe GENERAL NOTES33 Al I f pi�i p, 1. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 4, -BE CLEAR- AND UNOBSTRUCTED TO A PUBLIC WAY. EXITS SHALL a FAO T CALIFORNIA BUILDING CODE -NDER CONSTANT IMMEDIATE SUPERVISION WHIL -2001 EDITION, AS AMENDED BY THE CITY OF 12 "�,'GATES WILL, BE U E �.,PT U T B , THE PUBLIC IS PRESENT. ANY GATES NOT UNDER IMMEDIATE SANTA ANA CALIFORNIA AND ALL OTHER GOVERNING CODES AND AGENCIES. REFER TO SHEET #10 FOR UPERVISION WHILE THE PUBLIC IS PRESENT SHALL COMPLY WiTH',­� Dp A,�MP-,�,OONsi RUCTJON� r. HE, 1p, Q sx 0, EMENTS, CBC SECTIONS BessCg, I L &NJ 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS @ THE JA 4601 FOR -OR, RE 1005.1 AND 100132' E',,� IT D 1 .1, *; IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF T" SITE PRIOR TO STARTING THE WORK. ANY DISCREPANCIES AND/OR OMISSIONS 5. FAE EXTI�aUj AHERS, TYPE 2A 10BC MINIMUM RATED, SHALL BE -At STRil,, ie Mn IN �nS �Mj 8 �ENST�ALLK !ON —DETAIL 04211 THE OWNER AND THE AUSTIN CO. "PROCEEDING WITH THE WORK SHALL BE x.`dt-A-TE, C6,NCESSIONS, AT COOKING ISLAND AND IN PRESS B wrf -n Gkp R48 OV �V5 zane; TAKEN AS ACCEPTANCE OF ALL CONDITIONS." ..... 7, n cz; V 'Ph AMU tf W CR.AC wk DO NOT SCALE DRAWINGS. "A 3. VE 93, C 0 -NGS. DIMENSIONS SHALL HAVE PREFERENCE OVER A visions 0; 'W" - awfug wl SCALE. LARGE DRAWINGS/DETAILS GOVERN. DIMENSIONS ARE TO FACE OF , PC 7 ESQCOLD6MOW)J,VPU\FI_ OR VMDVN-I AND CENTER IN VWMN' v C A 3 F EN TR Nf KM CRIPT 11K DAT - ------ E JIDEN. � ­ ­-, 1 ­­11...."'. 11 1_­­ 111­1­1_1111­1 11 111 ­­ � 11 ­­11 ­ ­ � .- � - I . - " .1 11— 11 1 1 -1.1-1, 1 . I I 1-- .1 MIT- BASEBALL BLEACHERS SANTA ANA., SHEET TITLE SEATING LAYOUT UNDERSTRUCTURE LAYOUT FOOTING LAYOUT PRESSBOX PRESSBOX STRUCTURAL LAYOUT PRESSBOX DETAILS EXIT STEP DETAILS tXIT RAMP DETAILS DETAILS 1 2 3 4 5 • 8 9 7 11 PO Box Phone: 940/549-0733 Fax.- 940/549-1365 801 Fifth Street. Established 1946 GENERAL INFORMATION RISE: 12" TREAD: 24" ROWS: 5 LENGTH: 186-10 1 /4" ACROSS BACK SEAT COUNT: 480 .:. , 11 MATER DEI HIGH SCHOOL 2 ° !TEM DESCRIPTION (1) VY 14 X 3O /�0 ��|) �-/ ` ' �>) VY 10 X 12 /�O kai\ ` / i3) VY 5 X 15 '50 k�i� ` ' �4l /b0 1/4 L 3 X 3 X ka�l ' ` ' �� \�/ L 2 X 2 X 3/16 /50 ka|\ (G) L 2 X 1 l/2 X 3/16 /50 ksi\ �7\ L 1 1/2 X 1 1/2 X 3/1G /5O ��i� �-/ / ' / ` / / �� \o12 X 12 X 5/8 PLATE 9 X 10 X 3/8 PLATE 0 X U X 3/8 PLATE ' \!� 4 X 1D X 3/O PLATE / ' Uy) 8 X 6 X J/8 PLATE ' U-3 J X O X 3/8 PLATE 3/4 X RE�'D LENGTH SWAY �0D /5D kai\ �-x / ` / \n� 3/4°0 X 18" STANDAR[D ANCHOR R0[T W/2 HEX HEAD NUTS & FLAT WASHER \n� 5/8"0 X G'^ CONCRETE WEDGE ANCHOR (MIN, 4" EMBEDMENT) TURBDLT |CBO # ER 1372. VY3-5860 �� \ol 8 GAUGE CHA|NL|NK FENCE @ ANODIZED ALUMINUM RAIL (SEE NOTES) �g) 2 X 1 /4 GUSSET PLATE (A38) -JL 2 6 @ EA. STRINGER LOCATION _/ /CRDSE 3" 6'-2° /7\ 2X11 3116 CLOSURE PLATE 4`-2^ 2'-D" (2) 2X12 DESIGN LOADING TREAD ft SEAT S3 AREA) 100paf.. GRANDSTAND 8c PB FLOOR / ROOF DEAD LOADS: GRANDSTAND 10 P3F DEAD LOADS: PB 25 P3F (ROOF Ac FLOOR C0k4BfNED\ SEAT(PERPENDICULAR SWAY) 10 |be/|f. SEAT (PARALLEL SWAY) 24|ba/|f, HANDRAILS(PERPENDICULAR) 50 |bs/|f. HANDRAILS (VERTICAL) 100 |bn/|f. SEAT /k TREAD 120 |ba/|f. WIND 80 MPH EXP. C SEISMIC ZONE 4 NOTES STRUCTURAL SHAPES MEET ONE OF THE ^~ FOLLOWING ASTM SPECIFICATIONS: A38` A36/A572 GRADE 50, A572 GRADE 50` A529-50. OR A500 GRADE B. WELDS ARE ALL AROUND WITH TYPE ER705-5 WIRE WIG. ALL STEEL TO BE HOT DIPPED GALVANIZED ~ TO A.S.T.M. A-123-89 oe1, (4� STRUCTURAL BOLTS ARE HOT DIPPED QALV. AND ARE EQUAL TO OR GREATER THAN A-307. (5� NO CONNECTIONS UTILIZING HIGH STRENGTH T� BOLTS ARE CLASSED AS SLIP CRITICAL, /\. " \t�� ANODIZED ALUMINUM RAIL IS 1 1 /4 NOMINAL v' p!pE SIZE. /1 5/8" O.D.\ (7� THESE DRAWING ARE NOT CERTIFIED FOR ADA COMPLIANCE. - OWNER IS RESPONSIBLE FOR MEETING AOA REOU|REMENTS, 2 STRUCTURAL OBSERVATIONS THE OWNER SHALL RETAIN A TESTING LAB TO PERFORM THE FOLLOWING TESTING & OBSERVATIONS: /1\ CONCRETE PLACEMENT, WITH CYLINDERS TAKEN. /2\ RE -BAR PLACEMENT PRIOR TO CONCRETE POUR, (3) ALL ALUMINUM & FRAMING INSTALLATION @ TIME OF COMPLETION, 2X0 TOE BOARD 1X1 8o / 1X6 PANTED ALUMINUM RISERS (CROSSBRAC|NG) /-ELEV, 100.000^ BOTTOM OF STEEL ELEV. 100.000` '�WHEELCHAIR AREA DETAIL SIDE VIEW 0 5 ROW AREA 1X2 PAINTED ^ ALUMINUM CONTRASTING NOSING (BLACK) A NOTES: 1, 2-11/16^0 HOLES 2. 3/1 6+ PLATE / / / 1X2 PAINTED " ALUMINUM CONTRASTING NOSING (BLACK) IL A 8 E F5 | F El A = 2 X 10 ANODIZED ALUMINUM SEAT -� B = 2 X 6 ANODIZED ALUMINUM SEAT C = 2 X 11 MILL ALUMINUM TREAD D = 2 X 4 MILL ALUMINUM STEP NOSE TREAD E = 1 X 10 PANTED ALUMINUM RISER F = 1 X 0 PAINTED ALUMINUM RISER G = 1 X 2 PAINTED ALUMINUM CONTRASTING NOSING (BLACK) H = 2 X O MILL ALUM. INTERLOCK HALFSTEP - DECK J = 2 X 4 MILL ALUM. INTERLOCK HALF3TEP - NOSE VV/RiSER K = 4 " MILL ALUMINUM HALFSTEP BRACKET L = 4" PAINTED ALUMINUM INTERLOCK STEP RISER =" ) \ = '|''1 \-3X8X3/8 m / o//n �/ / \ T0P PLATE - / \ | 2-11/18 HOLES R]R-� `-3XJX1/4 VERT. - | 2-5'8 BOLTS SUPPORT ANGLE 1 NOT TO SCALE 9 ROW "B" TOP PLATE ATTACH. DETAIL SCALE: 3/8° = 1'-O" K7""'jYPICAL SIDE RAILING_ ,J L!) NOT TO SCALE 111W,,'NOT TO SCALE ALL CONCRETE & GRADE WO ER DATE DRA"m CHECKED NUMBER "JOB 04211 SHEET OF z -Qr,- wzrx O � CY O zcnro�� a-ouju Z � E, � CI7u �Ld �w< WW -_. (,)CL nz0 Q WW `tow��o�F- W ZZ mEf�cKwftz C� �V) ` a�z�'wm<�w w x Q yr r- o �-- O QiL�UCJV)-p `~ 0 r tJ} O��mL,0',, < tnl-pt-t 4Q 7 ZQr=OxcL(f3 �C��� Q � � E---4WoZa 4W � Q 1 75 10 lu) �' o t X p Q o t Lli 0 a 0w1 (:)W LD I' DATE i DRAWN I CHECKED 9/15/04 JFJ JOB NUMBER 4211 SHEET OF 2 11 2 FLOOR FLA (2) PIPE SPACERS REQ. EDGE 6J TREAD , FiELY DRILL HOLES FOR (4) — 5/ 16" X 2 1 /2„ CARRIAGE BOLTS NOT TO SCALE ALL CONCRETE & GRADE WORK BY OTHERS REFER TO SHEET #10 FOR DETAILS OF RAMP CONSTRUCTION, WIDTH, AND HANDRAILS FOR COMPLIANCE WITH CBC SECTION 1003.3.4 AND 1 133.8.5 s z-¢u: wzc o z7; XZ 0-:Dni.d rzJ C) = ; z n�- { ~ �ryQ i w zZOza�0-owo m 0 CIPOfCL 00—W>` F- Z ouoa z tli U � C) 0 LLJ D o © o xD=m(/)�„J m0mw�Z IW Jcti -}zzG tLQw CC1Q- ww 4°iLo ndd [� V7U7 ¢ z�zuiz0� z0-Luwjz�'zz � caFoaQ<"a <[r�c) c� 2 N1 ©U LdzOz d E zz0 zx F- <cz —o�� if 1 � �Q o ry Wn'0 � uo W��-'� Q zv QWLo �ryOf Upq a Uca X Oryll �� ' a, 00 M>a ZQ W ��o, WCLLo W n 0 C:1 Q W (y_ mot' N Va : 0 ry �, C a r �- 4 h w 0� 0 �S 0 - � � ui t CD uj cn d Lu -T cn DATE DRAWN CHECKED 9/15/04 JFJ JOB NUMBER 04211 SHEET OF 3 11 2X2X3/16 CROSSBRACING (TYP;) NOT TO SCALE W10X12 VERT. (TYP)- MITER �1,� 0Q MITER 2X2X3/16 CONTINUOUS BRACING FRONT ELEVATION OF "A" ROW CROSSBRACING Lu"uATI"N MITER X �- O,Q5) `i / iSCALE MITER /I it /'� /'\ R f T l h I I 1 f\ 1 1 /"• ('1 \! t l\ 1 '> % /1 /'� REV. #3 STAND WAS MADE 12'-0" SHORTER ON FIRST BASE SIDE & 6'-0" SHORTER ON THIRD BASE SIDE 2X2X3/16 CROSSBRACING (TYP) 3X3X 1 /4 TREAD SUPPORT (TYP) 5 A111 (l\/ 1I / \ /I-f`1"T'I/ A I (TYP) "A" ROW BASE PLATE LOCATION (TYP) IvL- u, fi� JTAND WAS MADE 12'__{�>s SHORTER ON FIRST BASE SIDE & 6'-0" SHORTER ON THIRD BASE SIDE C 1 /4 (TYP) "B" ROW ASE PLATE .-ATION (TYP) \L- V . 7T'-, NAND WAS MADE 12'-0" SHORTER ON FIRST BASE SIDE & 6'-0" SHORTER ON THIRD BASE SIDE > y z� ` ,� w�Qto�w��w3'�: �� �Z�FO1-�0Q t� z:2�-- z>*w� Cij O z X F- Lij 71 zM>-o nowo Z� IYYOpcoxmzzmo ro cnc� LLory x�T)� W W .� v a zoz 11, <0�M �L- W ZZ zo�m�,-ofwofz d cf)cj) <xz0ZLL,< ry O �W000` :E0 ,- Q UJ LJpza tfT t p � N C3 < 0 Vj ¢a3 amp WI<1 ca Z `�' 4 W 0Y 0 �W -� c, tuo<H Eu �,' ryELo r��jbo x C? =t� p Q 0 � �ryLIt u t � 4 u ry5; 00 Lij Z< `� al z<� LIJ C-� 01z� �CSSS° R. &.14 , o, �6 XP ES d w �t cn s U ry LO a Q x m �0 ry (�J :D (o m� t- W# > Z a F F- ,® t Q t a V) W LLJ DATE 9/15/04 DRAWN CHECKED JFJ JOB NUMBER 04211 SHEET OF 11 CENTER LINE OF PLATE Li - "C" ROW PIER LOCATION -- 5A 15 16 17 fib 19 20 �1 TO FRONT OF STAND B 161 o TOP OF GRADE BEAM #3 TIES @12"O.C. 3 J ,i 1 13 9 )> ) 9> f ,) ! f1 7 >9 ! 17 �� 5 -� 7/I6 3 -0 3 - 6 — 0 6 — 0 3 -0 3 -0 6 — 0 5 -5 7/16 �}° ELEV. 100.000' 6 —0 0. ANCHOR L PATTERN (2)-#5 TOP & NOT TO SCALE o I s II BOTTOM cn J 3„ LL o I> 4ol ET'A I L O Q0 �I I.d CENTER LINE OF PLATE — co `- — tS> ' ``� Co �O `�R 5 NOT TO SCALE ANCHOR LT PATTERN 111311 �"'� 1'-8 11/16" 01'-8 11�16" 6 > NOT TO SCALE\� BOTTOM OF STEEL ELEV. 100.000' e � d 4 o <d N �10 K'12'��EXIT I ETAI L 5 15 /NOT TO SCALE C' -1 / �D ,> ,A" & "B„ ROW BASE PLATE LOCATION 30 _ 0 ` �` 6' (TYP} co /� �� 1 ' >. �� �` �G>f 1p9 REV. #3 STAND WAS MADE 12'-0" 6 SNORTER ON FIRST BASE SIDE r� f5 5 ��� \G �� & 6'-0" SNORTER ON THIRD BASE SIDE tK J° r U N D E R T° T' T A SCALE: 1 8" _ V-0„10 / A 9 REMOVE NOTE \\ a 4 a ,a OUTLINE OF STAND (TYP) (' a J FOUNDATION NOTES d d a pl \..1 ry ` REV. #3 MAKE EXIT STEP WIDER ' J�, r� �tiREV. #4 MOVE EXIT STEP J,_ � CLOSER TO STAND �g' #4 @ 12" O.C. EACH WAY 6 F x 1 - e (VARIES) ELEV, 100.000' P1 P1 (VARIES) ELEV, 100,000' P2 P2 1 EXIT AD DET I NOT :TO SCALE 2'-11" TO FRONT OF STAND A BOTTOM OF STEEL 1'-5 1/2" 1'-5 1/2" #4 0 12" ON CENTER ELEV, 100.000' EACH WAY — � i it If — (2)-#5 TOP & II BOTTOM #3 TIES 012"O.C. 10" 1 1'-3" 1 10" BOTTOM OF STEEL ELEV. 100.000' �.G .I 4'- 6" TO FRONT OF STAND 2'-3" 2'-3" 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 2, REINFORCING STEEL SHALL BE ASTM GRADE 60 3, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. AT 28 DAYS 4. ALLOWABLE SOIL BEARING CAPACITY = ASSUMED 1000 PSF 5. MAXIMUM HORZ, TOLERANCE OF ANCHOR BOLT PLACEMENT SHALL BE ± 1 /8" 6, THE CONCRETE FOUNDATION CONTRACTOR IS RESPONSIBLE FOR NON SHRINK GROUTING. 7, ALL UNDERGROUND UTILITIES ARE TO BE LOCATED AND MARKED DURING THE REVIEW PROCESS BY THE OWNERS REPRESENTATIVE PRIOR TO FOUNDATION EXCAVATION. #4 @ 12" ON CENTER EACH WAY I1 I } II .I (2)-#5 TOP & _-- BOTTOM 1 1 #3 TIES @12"O.C. GRADE BEAM DETAIL ROW NOT TO SCALE Ca) PRESSBOX AREA ALL CONCRETE & GRADE WORK BY OTHERS 9 1/2" 9 1/2" Z , ��C I i 00 _ (3)-#3 TIES IN TOP 5 + 12" O.C. IN REMAINDER (4)-314" X 18" STANDARD HEADED A-307 BOLTS BOTTOM OF STEEL ELEV. 100.500' 4" 2" CLR. 1" DRY PACK INSTALLED AFTER STEEL ERECTION (BY OTHERS)— __. „..,. 24"0 DIA. PIER. TYP. TOP OF PEIR ELEV. 100.417' - �IZ _ A ' (8)-#7 VERT. "rT' 'r I�i"11� ii !'ii iill ii 1= I I I�I I- i— M II II II n li 11 II I! (6)—#6 BOTH WAYS ji 3" CLR. NOT TO SCALE 7 5�5 32 5'-9" 5'-10 1/2" 5'-10 1/2" 5'-2 7/16" 12'-9 9/16" OUTLINE OF - STAND (TYP) 6 1/2' co .d d - \ ° .4 4 4 'd 4 4 d' - Q 4 © a d d p d a � n Q m cV Q I (J 4-n 41, A ° d 4 d 4 9 d p Q 0 4. n. - n 4 0C d O , d 4 4 d 4 P2 2 d d d tf> d c a� IQ o n, d dd 4 � aE . I d , Q d ,Q Q. .d Q U } n ° d d d" n n 'a IIItl d 4 ? 4 d 00 .Q 4 d. -.n .4 O d dd Q 4 64 4 d 4 V d„ ¢ d a. G1 �' 4 O n N 4 d _ Q d 4 d d d d' a N a 91, tl d d 4 d 3� d- d d 4 n a 4 { n ° d. 4 1'-3 1/2" 5'-10 1/2" 6'-a" 5'-10 1 /2" 5'-9 > 1' Q„ 25'-3„ 1 3, _ 26'-6" r7') UND-ERSTRUR".03TURE LAYU"UT SCALE: 1/8" - 1'-0" z 6?-,or wzcY C>75 w- �Q 0 �- CY_ ry Q z�ro)fQaw(D p z m Ln — d l— a a- ;j 0 rw }- 00 0 W �- �, M -r = QWW _a�Qw m¢zp WW dC'w<wa ciQ4 W -1- Z m cl wF cn Qr 0ZUJZ0 2nwujz-©zzz oi�8a� D �D0 ��U5200 G ©�v)mwoz-zQ ul z z 6Q In WIZ O E-4W 00 c ct- Zv w Z'^ U)<Wu-)_ box o A �:D t UJ>� m �z< {Ill -L W cn >`t' c� UFO' r� , 0 W d' CN 5 5 V) 0 r J L Q C) W C� m 0 0 dLo a� ~' C) 0 0 0 CC? t-- r- Z .. „t6 tj a V <n LLJ ram- � 9 0 JOB NUMBER 4211 SHEET I OF r o 18 -0„ 100 AMP BREAKER PANEL (LP) LP 3 3 Q X 6S 0 DOOR (TYP) 00 LP 4 18" COUNTER TOP p 1P5. LP1 ... LP5. f. 4 p I AN VIEW v SCALE: 1/4" = 1'-0" BREAKER PANEL — LP — 100A 10 12 CIRCUIT M.B. W/EQUIP GR. PHASE A PHASE B CONDUIT WILL BE 1/2" EMT ,1/2" STEELFLEX, OR SURFACE RACEWAY UNLESS OTHERWISE NOTED 1 — 1 RECPT FRONT WALL. 20A 2 — (4) 4' 2 LAMP FLUO. FIXT, 15 A. 125V SINGLE DUPLEX RECPT. 3 — 1 RECPT BACK WALL 20A 4 — 1 RECPT BACK WALL 20A 15 A. 125V DOUBLE DUPLEX RECPT. © 4X4X2-1/8" JUNCTION BOX 5 — 2 RECPT FRONT WALL 20A 4' 2 LAMP FLUORESCENT FIXTURE WIRING ON 20A BREAKERS WILL BE #12 = CV — THWN — THHN EQUIPMENT GROUNDING RUN IN ALL CONDUITS, nP M1In1\1—Adf7Tdi t in Ci lPPA(P' PArP\AIAY 6'--0" �4::_ 1 /2" 11 4'-2 1 /2" 14'-2 1 /2" 4'-2 1 /2" IKE 18'-0" FRONT ELTIO VIA SCALE: 1 /4„= 1, —0„ 1/8 1) DIAMOND PATE ASTM 569 A36 Fy = 36 ksi 1 /8" 4 WAY STEEL ROOF -CONTINUOUS WP ELECTRICAL WELDED SEAMS COATED WITH METAL OUTLET PRIMER & 36 MILS OF WHITE 10 6" R19 INSULATION ELASTOMERIC ROOF COATING s uv 24 X 24 X 5/8 5 ACOUSTICAL CEILING TILE s 2 LAMP FLUORESCENT LIGHT FIXTURE 4" X 4" X 11 GA. SQUARE TUBING & 4" X 2.5" X 14 GA. CEE STRUCTURE WITH METAL PRIMER AFTER WELDING 4" MAX. II SINGLE HUNG ALUMINUM REPLACEMENT WINDOWS i ELECTRICAL SUBPANEL W/ 1 1 /2" (i {I STUBOUT THROUGH BACK WALL 11 18" LAMINATED PLASTIC COUNTER TOP WILSONART (WHITE SUEDE #2904-60) .050 THICK OVER 3/4" BOARD -- ELECTRICAL OUTLET -� 4" X 2-1/2" X 14 GA STEEL CEE - 4" X 4" X 11 GA SQUARE TUBING ELECTRICAL OUTLET 1 /2" VINYL SURFACED GYPSUM PANELS GOLD BOND-DURASAN (HARVEST -COTTON) _ 4" VINYL COVE BASE 4"X4" JUNC, BOX W/ 3/4" STUBOUT 26 GAUGE "R" PANEL--' WITH CLOSURE STRIPS 15 (COLORS FROM MBCI f 200 SERIES) TS4X4X.120 #12 — 24 X 1 1 /4 OR 14 GA. CEE HWH TEKS/4.3 CLIP ANGLE (1 1/2" LEG) RAMSET 1202 CF 14 GA. 3 TIGHT TURNS VERTICAL HANGER WIRE (1 2 GA.) LIGHT FIXTURE (TYP) NOT TO SCALE (2) CADDY IDS FASTNERS PER LIGHT FIXTURE Z7 26 GAUGE TRIM (TYP) (COLORS FROM MBCI 200 SERIES) ELECTRICAL PANEL ATTACHED TO STRUCTURAL SUPPORT WITH (4) #12 - 24X1 1 /4 HWH TEK/4.5 26 GAUGE "R" PANEL WITH CLOSURE STRIPS (COLORS FROM MBCI 200 SERIES) BRINKMAN—PRO CB-35 (NUBIAN) � � "INTERLOCK" ALUMINUM DECKING SYSTEM _._. _._._ _ _ _A ( 1) 2 X 7 N &(10) 2 X 8 D 27 J_ 3-1 /2" R1 1 INSULATION 12 21 BELLY PAN W10X12 (BASE & WALLS ONLY) C10 X 15,3 (TYP) 612 �3SECTION VIEW 6 6 NOT TO SCALE NOTES: WALL PANELS ARE ATTACHED WITH #12 TEK SCREWS - 6" O.C. AT THE TOP AND BOTTOM OF THE PANELS AND 12" O.C. AT ANY INTERMEDIATE BRACE. ALL PANEL JOINTS MUST OCCUR @ FRAMING SUPPORTS. OD 0 8' 0„ K'4'_'�SIDE I u6 6 SCALE: 1 /4" -- 1 ,—Ci„ z6�� wOfw ��� 0E-Z)0Q O z+z° z> Dry � Q' ��Q c w Zw zzz>-:0�mowo Z� m°aryY,,,m�Uo� Z V)0 Z z wW <U-<w��QzC7 F— willo��o o<¢ W ZZ mcr,_0wxz Qryzoox wm< w zC7zC%C700d O <wi-ouo-Du WO z �zoxz n E---Wcy Q uZu � w �W C7 ,,I �Q W �� ry Lo C) Oc7 ;'? cry 0 Uc� X C) n" c WfY7filLuOD W i —'0\ �Wa-L A � -11111111Iw I - DATE DRAWN CHECKED 9/15/04 JFJ JOB NUMBER 0►4211 SHEET OF 6 11 I 0) -SSBOX: FRONT ELEVATION STRUCTURAL LAYOUT i7i►7 i HIM i 6'-0" 6' 0 6'-0" 2'-0" 2— 0 2'-0" 2'--0" 2'-0" 2'-0" 2'-0" 2'-0> 2 —0 4 1 I 4X4XU G TUBING co X N x N X N X N X x \ OD \ N J N N J J I X J X N X J -r J m N4�2X14 GA. CEE co4X2.5X14 GA GE r xz W t z x .4 dx m a OD x co X co X \. Q? T Do \. co \ 43 A` x N N �' x N J dX^ x J N N N N 4X2.5X14 GA. GEE 02.5XM GA. C W 10X 12 TYP. C 10X 15.3 TYP. (50 ksi) 3" X 16 GA. STRAP BRACING (TYP.) 6'-0" 6'-0" 6'-0" I 8 15 7 8 7 8 2 PRESSBOX. BACK ELEVATION STRUCTURAL LA 7 7 SCALE: 3 8 = 1 —O 11 7 U8 1 6'-0„ 6' 0„ 6> 0„ 7 8 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" ll'-O" 2'-0" 2'-0" I Ii i Z �ywj (D W zz W z m d O xux X X d X x x x w w W U U V r x N N fV 4X4X11 GA. TUBING - {50 ksi) 3" X 16 GA. STRAP BRACING i J&PRESSIBOX: ROOF STRUCTURE LAYOUT A- ff,,SCALE: i W (50 ksi) 3" X 16 GA. STRAP 1 BRACING (TYP.) fSEE ATTACH. DETAIL. C10X15.3J` P. 4'— 1 TY r4�SIDE STRU 7 17 % SCALE: 3/8' i 00 (50 ksi) 3" X 16 GA. STRAP 1 BRACING (TYP.) SEE ATTACH. DETAIL. g 8, — 0„ 4X4X51 GA. TUBING 4 4X4X11 GA. TUBING ti CV X N x J Z z ROUGH OPENING FOR DOOR N Y-4 1/2" X 7'-0" z m Q Q 4X2.5X14 G4. C X d- 0) i f--j X X w w z V d 4X4X11 GA, TUBIN CD N x N N N N X Ln (}� 7025X14 GA. GEE W10X12 6 1/2" 3'-4 1/2" 4— 1 C1OX15.3 TYP. 5 SIDE STRUCTURAL LAYOUT j 7 7 SCALE: 3/8' = 1'-0 (LEFT END) ■ STFFI PROPFRTIF'� MANFACTURER: M8C1 SECTION PROPERTIES H X W GA. IN. THK. Wt Ft AREA IN.z AXIS X-X AXIS Y-Y F, Fb ALLO �. HEAR IN s KIPS BEARING (KIPS) END INTERIOR Ix IN.� Sx �IN,3 Rx IN. ly IN.' Ry IN. X IN. COEF. P/in. COEF, P/In. 4X21 Z21 14 0.075 2,52 0,741 1 ,95 0.98 1 .62 0.66 0.95 0.95 55.0 33.0 6.33 0.9180.1221 .9690.'1 �3 SQUARE TUBES ,Fy=46 ksi MEMBER GAUGE THICK A WT./FT. I S R 4X4 1 1 .120 1,83 6.21 4.53 2.27 1.58 3 Z ->-O:� wzx Z E�C)tx�C�< 00 �-5LELZ�WZ W Q Z CK z 0 > o�owwo o ZZt!}F-F-- - OF- QC20 ooUrw--A EL U3 C) 00 v Lu U L'oTtn�_I Z m S o o d Q d WW <L.< mQzo W W ao j 0Zto<Q W �Z mhofw-z <�zoEws¢0Li w(yc5V)1-06F— zOz2pOvsQ- M © S� m w O Z Q V)i G1F }0Lj Eltydz Zama Q ram-+ Wiz0 +� �WQo Gt d' t-1? I I H r;C�Qd` a cct Gt. OLtjp,j Q W L() .Aary Lo L (5 oo s Q 4 �1 (Z)n,W tl a" w5 � Z� o tlj I V 1z�� � Q z<cr u "a � Air C� Q i ry 0 v 00 c) mx 0Q wiz CL 00 a K` W W z t-- Ell v t- DATE 9/15/04 DRAWN 3FJ CHECKED JOB NUMBER 411 SHEET OF 11 3'_0„ 12-14 X 1 1'> _N y3/4" W f S EALE R f I LOCATION {TYP} li 11_ 3 5/16 1 3/8" C-0 4a, 4„ 4„ 12" r.- PANEL GAUGE Fy PSI THK. IN. Fb PSI wt PSF GIRTH IN. IxIN SxIN IxIN SAN POS. BEND NEG. BEND 26 80,000 .0198 30,000 0.96 41.56 .0423 ,0408 .0383 .0434 ALLOWABLE LOADS PANEL GAUGE WIND LOAD LIVE LOAD RESS LIVE LOAD (DEFLECTION) 4 5 6 7 8 3 t16 5 6 7 3 4 5 6 7 26 90 58 40 29 23 12 43 130129 121 68 43 30 22 N&j'gqANaja, N ,.120 \I G 2-SIDES (:6 WELD DETAIL 7 8 NOT TO SCALE TS4X4X.120 VERT. TS4X4X.120 HORZ. COUNTER TOP SUPPORT. WELDED TO SIDE OF TS4X4X.120 VERTICALS TYP. - 4X2 1/2 14 ga. CET_ WELDED BETWEEN TS4X4X.120 HORZ. COUNTER TOP SUPPORTS, 4X2 1 /2 14 ga.CEE WELDED TO TS4X4X.120 @ INTERMEDIATE LOCATIONS & TS4X4X.120 @ END WALL LOCATIONS TYP. 4X2 1 /2 14 ga. CEE WELDED BETWEEN TS4X4X.120 HORZ. COUNTER TOP SUPPORTS, TS4X4X.120 HORZ. COUNTER TOP SUPPORT. WELDED TO SIDE OF TS4X4X,120 VERTICALS TYP. 1 YP. 4 X .120 TUBING 1 /2 X 14 ga. "CEE" 3-SIDES 4 X 4 X .120 SQUARE TUBE TYP SQUARE TUBE \ TYP. SQUARE TUBE 4 X 4 X .120 C`!1 I I A M r T I I f7 C- 4X4> TL ECTION OF CONNECTIO NEL & W10X12 CHANNEL c BOLTED IS A BOLTE ECTION, SEE 15 CONNECTION,8 BOLT WELD DETAIL QU8NOT TO SCALE 1 /2" 16 ga STRAPS (50 KSI) ASTM A570 TS WORK POINT C.L. OF TS AND END OF STRAP (50 ksi) 3"X16 ga. STRAP 1 I TS BRACING @ SIDEWALLS z a3 In 1f16„ � {!� C� O 0- O NOTE: STRAP BRACING @ ROOF - (era STRUCTURE LOC. SMALL BE ATTACHED TO UNDER SIDE OF TUBING. ... TUBE STEEL P.B. FRAME 1 /2" VINYL SURFACE GYPSUM PANEL 4" VINYL COVE BASE I ALUMINUM FLOOR---- I I I 30GA. CORRUGATED (GALV.) - B E LLY PAN TEK SCREW (TYP) NOT TO SCALE TYP. 3 LETAIL 6,7 NOT TO SCALE I - r La 0 LT _'_�WELD DETAIL NOT TO SCALE 1 f2" I TS I 1 1 16 ga STRAPS (50 KSI) ASTM A570 I 1f16 O l cn n I 0- O El- 0 C 3: J f— R-PANEL CAULK & FLASH @ TRANSITION /ALUMINUM PLANK 5/16 CARRIAGE BOLT W/ FLANGE NUT '5/8 BOLT W/LW & NUT L2X2X1 /8 BELLY PAN ANGLE W10X12 P/B STRINGER ., n A 11 r. I_ L A w n I/ u cx, "HE" DPED AS QUIRED 1/8 A 11 r. n 11 n 1,ga. "CEE" r5 TA LI ELI�. 9 NOT TO SCALE SPLICE CONT - 6 1/81 1 .5-6 10 STEEL ROOF TO TUBIIV K'9"' WELD DETAIL 6 g NOT To SCALE 7 _8 )NOT TO SCALE STRUCTURAL STEEL "TS" OR "C" SHAPE "TS' OR PER PLANS SPACERS MAY BE SLOTTED ANGLES 4X2.5X14 ga COMPRESSION STRUTS:STEEL SECTION WITH L/R RATIO OF C' PER PLANS 1—#10 TEKS. (TYP.) OR CHANNELS WITH "DIAMOND POINTS° 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITH 45 DEGREES OF SPRING STEEL WHICH SNAP TIGHT 1/4—INCH MACHINE BOLT AND TO 4X2.5X14ga Cee OR 4X4X11ga SQUARE TUBE TO PREVENT MOVEMENT OF STRUT — WITH 3/16—INCH DIAMETER POWER —DRIVEN STUD. CHANNEL COMPRESSION STRUT SHALL NOT REPLACE HANGER i WIRE: CLIP ANGLE (1 1/2" LEG) r• B" MAX. 12 GA. HANGER — 8" MAX. ----•— t2 GA. BRACING RAMSET 1202 CF 14 GA. CLIP ANGLE (1 1/2" LEG) OR NOTE (1} WIRE OR NOTE (1) WIRE W/ MIN. 4 TIGHT RAMSET 1202 CF 14 GA. TURNS IN 1-1/2" BOTH _ f ENDS OF WIRE 3 TIGHT TURNS ' MIN. 3 TIGHT I IiP1CAL / TURNS IN 1-1A "1 VERTICAL 4 TIGHT TURNS t } TYPICAL; 12 GANERTICAL HANGER WIRE MAIN OR CROSS HANGER WIRE iW 4'`0" EA. WAY SPLAYED SEISMIC BRACING WIRE RUNNER W/ FAIN. 3 TIGHT TURNS IN 1-1/2" (A) VERTICAL HANGER WIRE ACOUSTIC PANEL 11�IMI1� BOTH ENDS OF WIRE ATTACHMENT rrgt 5PIAYEO SEISMIC BRACING WIRE POP RIVET SLOTTED ANGLE SPACER l J ATTACHMENT WALL ANGLE WJHOR4Z. 8d RING SHANK NAIL r (SEE NOTE (2))ALTERNATE WALL CONNECTION— LOCATION W/D NAIL NOTCHING ANCHOR TO STRUCTURAL HORIZONTAL STRUT "TYPlCA1 PERMITTED ONLY AT RUNNER ELEMENT 2' X 2' CEILING TILE 5/8 FR # 338 USG /� SEE OTHER SIDE MAIN RUNNER pry t.—i NOTES: WALL ANGLE 7800 ARMSTRONG (1) 1/4 OF THE LENGTH OF THE ENT RUNNER WHICHEVER LESS. 11' (2) NAILS AT ENDS OF HORIZONTAL STRUTS ARE 70 8E PLACED CROSS RUNNER MAIN TEES #$300 ARMSTRONG WITH NAIL HEADS TOWARD CENTERLINE OF SPAN OF STRUT. 2" (MAX.) FROM BRACING 4' GROSS TEES #XL8340 ARMSTRONG 1-1 j2" 12 GA. HANGER WIRE 2' GROSS TEES #XL8323 ARMSTRONG N RUNNER Nt3TE: "BRACING TO BE NOT MORE THAN MIN, 3 TIGHT TURNS WIRES TO CROSS RUNNERS MAI 1 7' MY 1')' flt\I (`!= NTl-R" M ARMSTRONG WORLD INDUSTRIES SUSPENDED CEILING SYSTEMS PRODUCT ACCEPTANCE NUMBER : PA-041 SUSPENDED CEILING SYSTEM ACCEPTANCE DATE: 2/23/96 REVISION DATE: 5/26/98 � 2 CEILING DETAIL 6 8 NOT TO SCALE 5/8" X 1 3/4" BOLT (TYP) C10X15.3 W10X12 L2X2X3/16 Q c-ljji--- L2X2X3/ 16 0 W10X12 CO 1 1 /8" SECTION )$A,>_ SPA" 5 A IU L DETAIL 6,718 % NOT TO SCALE CROSS RUNNER ACOUSTIC PANEL z> wzr� L' d c� = cc w s o"5 X�2�0�-1c5 0 xg� z>:LiZD LLJ ;zzmul) 9 7; 0_ Q-<a Qpcwo z (l)0 ucl0 w�dU V) V z'0w � -d t wLL 0w_'-0 QQd W Z= 0 mw"zxwwz U)Cn d,z"zwwic'w w © ' cs H-- ��;� - a o ZO> Paz r M C�=(nL'j 0�z< S ZQLYzryCL 1- dz 0Z) Q o Wryz '" •� �W"'O �� �WLi-©un 00 CI �+ (UJCj - � .� QLLI �� n 0 + . o CDryW i'" fa�ryz°0ujuj w z<- w �0�D Q oWn u*W 0....I z ' � n W `4 m [ L bi ry d n J V ) E2 DATE DRAWN CHECKED 9/15/04 3F3 JOB NUMBER 4211 SHEET OF C7> TXIT S STRINGER (T 5/8„0 X 1 3/4" STR U CT. L: RAIL. Rid STAIR STRINGER VI EW "A„ - A„ 4 WELD DETAIL 7X11 g NOT TO SCALE UPPER PART/STEP FRAME �=�._ VI EW A -A �A � � A Lp I I I L. I I I VIEW B-B g 7" RISE X 11 " TREAD �e VIEW C—C -C�— �jC u I i I L ., i L 1 i VIEW D--D D 6" RISE X 11 " TREAD -7' n 11 r-Lt-\i V r\ L-L.1 r- `I I F V /!\J.CJ 1I I f J K'2' EXIT STEP ECTIO t� � NOT TO SCALE 1 1/4" NOMINAL PIPE SIZE (1 5/8" O.D. ACTUAL) OFFSET HANDRAIL FASTENED TO ALUM, STANDOFF BRACKET W/2—#3 TEK 12X14X1" (TYP.) ALUMINUM STANDOFF BRACKET FOR HANDRAIL BOLTED TO RAIL RISER W/ 3/8 X 1 1 /4 CAP SCREW W/LW, HEX NUT. (TYP.) PAINTED STEP RISER (TYP) —\ 2X 12 STEP NOSE --\ c PLANK (TYP) CONTRASTING AISLE NOSING (TYP) STEP RISER CUT TO FIT HEX HEAD TEK #3 12X14X1 C' CD (3) EVENLY SPACED 3/8-KY CC WEDGE ANC L2X2X1/8 Ell 1 C� a 3/8"X3" CONCRETE L2X2 I1 WEDGE ANCHOR �-40A d of m StapplKil�xlmtrt�i Rtse �trtFh,�s,� � M�xr�nurn ffcrzantaf fora/eci%n� �feetj: 0 I 2 X 12 STEP NOSE ALUMINUM PLANK 2 - 3/8" to X 1 1 /4" GALVANIZED CAP SCREW, NUT & LOCK WASHER & FLAT WASHER (TYP.) CONTRASTI� L2 X 1 1 /2 X 2 ' COPE (TYP) cv co 07 3/16" M!G 2 rn cv L2 X 2 X 3/16 W/2-11 /16"O HOLES (TYP. ALL STEP RAIL RISER CLIPS) NE D ETI L X 11" SIMILAR) 7'-4" (8) 11 " TREADS = 88" 1-2X1 1/2X3/16" STEP PLANK CLIP VIEW "A" - "A" 01AIR STRINGER 2 X 12 STEP NOSE ALUMINUM PLANK CAP SCREW, NUT & LOCK WASHER & FLAT WASHER (TYP.) 3 STEP CONNECTION DDETAIL g19 JNOT TO SCALE V-2 3/4" ALL CONCRETE &GRADE WORK BY OTHERS GRADE• i NOT COVER TOP OF ANY PIER OR GRADEAND SHOULD BE WORKED TO MATCH EXIT STEP & RAMPPAD ELEVATIONS EXIT . & .A PADS SHOULD BE LEVEL 4 REMOVE NOTE 6'-2" (7) 2X11 FR®NTWALK WfDTH 4 n d d L db aed e d A MID -SPAN SUPPORT ORT ■ • A/ ! E LL 1 Q 1 NOT TO SCALE REV. #3 ADD THIS DETAIL REV. #4 CHANGE PAD SIZE (SEE FOOTING LAYOUT) rr'> z L.Q x W z x o� � Hof- a O s�� `LZ>:��� Cy Iry ' (D Dry< nz W 7W Zzz©cn0-0LLJ m 3: <o<f-Yw�Qa X� (AOn�OQt�oovmwmaz 0,)(_) 0 LLOyzzzcn�� n ca WW J�¢w mdzo WW a0Jx0 n�Q n z w < z i)U3 ¢wzawmazn� wfyninP0p2 KomEoow< 0 3:wi-ouw-mn cr 0 zwo z c3Lti �cr�mbpzz{t z o z 0 kn Ill r 0too ��L-oo �zWI tea"` rarer, ` UJ ,`1 M W QuL0 o ug x 0 Lij {u) ° W � U ry-7,00 u � 1 LIJ> 0\ p� zdc WnLo C�>� Lo Ewa WW .� n Q J Ld (� W Ww Ld o a. cv a z ai o Z U LF. i Uj n m DATE 9/15/04 DRAWN JFJ CHECKED JOB NUMBER 4211 SHEET OF AML 11 _ 3/16" ALUMINUM FLOOR PLATE WELDED TO THE INSIDE OF "Z" BRACKET. TYP' >__ /3/ 16 m Mpg ) 3A (PP) 01 MIG SUPPORT RISER TYP. L3X3X1/4 CLIP W/2-11/16 HOLES FOR 5/8" STRUCT. BOLTS TO CONNECT LAST 6'-0" OF RAMP. CLIP SHALL BE WELDED TO SUPPORT RISER AS SHOWN. N DETAIL CONNECTION DETAIL Ql_-'0) NOT TO SCALE 1 1 /4" NOMINAL PIPE SIZE (1 5/8" O.D. ACTUAL) OFFSET HANDRAIL FASTENED TO ALUM. STANDOFF BRACKET W/2-#3 TEK 12X14X1" (TYP.) ALUMINUM STANDOFF BRACK FOR HANDRAIL BOLTED TO RE RISER W/ 3/8 X 1 1 /4 C, SCREW W/LW, HEX NUT. (TY1 2-5/8"0 X 1 3/4 STRUCT, BOLTS CONNECTING CLIP & GALV. RAIL RISER (TYP.) ALUMINUM L2x1 1 /2x3/1.6 CLIP W/2-11/16"O HOLES IN 2" LEG, TYP. RAIL RISER 6" ALUMINUM "Z" BRACKET 1 1/2" MIN, TO SCALE Ma -RAMP PLANK 1 1/2 LONG WELD @ 81) O.C. (1/8 FILLET) ALL CONTACT POINT ON BOTTOM LEG OF RAMP PLANK SHALL BE WELDED WITH 1 /8" FILLET. �CONNECTION DETAIL ALL CONCRETE & GRADE WORK 1 BY OTHERS GRADE SHOULD NOT COVER TOP OF ANY PIER OR GRADE BEAM AND SHOULD BE WORKED TO MATCH EXIT STEP & RAMP PAD ELEVATIONS — EXIT STEP & RAMP PADS SHOULD BE LEVEL ALUMINUM PLANKING (TYP.) L3X3X1/4 TREAD (TYP.) (PP) MIG1A A 4 REMOVE NOTE L3X3X1/4 SUPPORT RISER (TYP.) 5/8 X 1 3/4 STRUCTURAL BOLT w/NUT (TYP.) 6X6X3/8 BASE PLATE 1/2" X 3 3/4" WEDGE4--L-� ANCHOR (TYP.) TRUBOLT ICBO #ER 1372 MODEL - WS-1236 TEST LOAD = 2200# r_T CONNECTION DETAIL Q-1-Y NOT TO SCALE K: 3 9 { q? � t t f f'3 _� � a � k sh � ,•, � f 4'-3 3/8" CLEAR 3'-9 3/16" ANODIZED ALUMINUM HANDRAIL (TYP) L3X3X 1 /4 GALV. RAIL RISER (TYP) d- 2 X 6 ALUMINUM TOEBOARD (TYP) ALUMINUM TREAD PLANK (TYP.) L3X3X1/4 RAMP TREAD 4 d 8 Q 4 a p a. 4' —1 Q" NOT TO SCALE i�k z - >-X wza: 012 U zz2E0f-�0Q 0 z>:Ln �n� o z ~ co M C)u Oo 0 LJ L'--oxD�zcn� � mzED mLjp0z zzo Q0�z Ld mwLuz0-jzzz L7 �iQ:�tF-O00:>: vcn —fin c < QOZC bi z OLJcnwujoz a m� �z � �z' 0 re �t may * �'140 WCya WII o �r Q �c >'f wD _{MCA ' Rio O c o X �., -� U) r,,-z00 U w �~ a zd0, C��u� � w "R i O 'v V f j'�/ j • i LS_ Lu V y2 Z �+1Me W W O U.J Iz v <n LLI m w d M N DATE 9/15/04 DRAWN JFJ CHECKED JOB NUMBER 042!11 SHEET OF 10 11 ujzx 10„ DU<cz mcyLd 6'> 2X2X3/16" MILL ALUM. INTERLOCK HALF STEP END AISLE BRACKET C7 , 5 5'- z ` 5 16 X 1 CARRIAGE RISER SUPPORT ANGLE 3/8 DRIVE RIVET TYP MUST BE fNSET ry � 0 E- a z o 3" 3 ALUMINUM PLANK / { ) (� c> � X z o z SCREW WITH FLANGE NUT 3 PER RISER SUPPORT ANGLE W Z z 0 >- o 0-0-0 9X 1 aX3%8 SECTION "B" (} U z z s oI- I-- - BASE PLATE I - 5/ 16' X 1 " CARRIAGE SCREW a m � - Q <t r- y 0 cr MECH. GALV. END CAP ------------ - - - -------------- - - - - - - - _ 5 CIF ¢ ;j00� -w>- rr c>v - o t-- w 1 PLANK CLIP < wo J 1 . INSERT THE TWIN JOINT SLEEVES -MILL ALUM. HALF STEP "Z" _ G APPROXIMATELY HALFWAY INTO THE '�/ DRIVE RIVET (TYP) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �} 00 � w m" O 0 (P P) q} 1-7/8 HOLE FOR ANCHORWITHERED HARDWARE PROVIDED. L — — _ — _ _ _ _ _ _ — — — _ — _ _ _ — — — �� — Z cy UJ O t=- 0 � — J MIG 1 A 3/16" 1 -3/4 ANCHOR BOLT "� W I- 1- Q m- Q o a M ea z o 2. SLIDE THE END OF THE NEXT PLANK OVER THE TWIN JOINT SLEEVES 3" EQUAL EQUAL 3" 3" LLJ W cz o Q Q (PP) UNTIL. THE PLANKS ARE SNUG AGAINST EACH OTHER, DO NOT �u ` - m " ` W = _ p� w Lr Z ANCHOR THIS PLANK TO THE TWIN JOINT SLEEVES. POP -RIVET X w o Z -r Z bi MIG IA - ANGLE FAB. (TYP) TREAD PLANKS C� � � `x � z < w �o c z�c�oo¢- T 3/16" - - �, 0 bj ax oo _ 0 61E- (PP) MILL ALUMINUM (3) PER AISLE NOSING o �- MIG 1A> HO-D DOWN CLIP (TYP) L-_^ ♦ cr �wz INTERLOCK STEP NOSE PLANK 1" o z o 3/16" MIG 1 A ( -- - INTERLOCK DECK PLANK r7 w 0' w o 2 �} z z 3 16" 'a W/ CONTRASTING AISLE NOSING �' !�� � PLANK CLIP LoF-ao tj<q� 5/16' TAMPER PROOF FLANGE INTERLOCK STEP RISER MILL ALUMINUM cJ MILL 1 /8" I- _ <c z z n D NUT (TYP) - (MECH. GALV.) POP -RIVET HALF STEP "Z" d I ALUMINUM STEP "Z" TREAD ANGLE (TYP) L _ _ _ _ J (3) PER RISER i 3/8 DRIVE RIVET (TYP) — _ _BRACKET_ 2-7/8 HOLES FOR W10X12 VERTICAL -- TREAD PLANKS i - AS READ. - 1 1 j2"`� �v L3 X3 X 1 /4 VE RT. 6X 6X 3/8 F _ - - j-�---- ---- -- -- -�- --- WC}' , <, C-{ 2 3/4 ANCHOR BOLTS SUPPORT WELDED SUPPORT ANGLE BASE PLATE W Q It TO BASE PLATE � W '� � 3 PLANK INSTALLATION DETAIL SCREW/W16TH FLANGERINUT s, » 'Q;Z�!--00 � � rl�r �e NOT TO SCALE SECTION g—g 5 HALFSTEP DETAIL , .. ROW A LASE P TE ATTACH. DETAIL ROW B BASE PLATE ATTACH. DETAIL 1 T 1 JOINT SLEEVE INSTALL.ATICJN DETAIL NOT TO SCALE .. —7U—t NOT TO SCALE NOT TO SCALE 1 1 1 1 NOT TO SCALE 1 1 1 1 z�,� 1 T 1 1 1 1 1 OLL 6,1 w y^\ s"" 4 M 4 3/8" X 1" X 1 f 8" TENSION - -`}�� ti BAR CLAMP (TYP) Ln 3 ry Lf) zoo GALV. RAIL 9/16 X 3/16' X REQ D. ' 4 LENGTH TENSION BAR (TYP) I- • `' CLAMP (TYP) 1. LOCATE THE END CAP AS SHOWN, ANCHOR HOLES f I - - 9 GAUGE CHA(NLiNK u(px a 1 5/8" O.D. RAIL- (WITH WIDEST LANCE ON BOTTOM (4 REQUIRED}„ ,' ,-�-+�-Q w <C FOR CHANNEL E.C., AND NARROW FLANGE ON A 1 /8 3 1 /2" FENCE ® BACK (TYP) TOP FOR ANGLE E.C. .) -- . ■ BASE PLATE-,,, I 2. MECHANICALLY FASTEN THROUGH BOTTOM FLANGE SIDE FENCE TO BACK ; I' I I OF CHANNEL E.C., AND TOP FLANGE OF ANGLE E.C. COLUMN (TYP) 9 GAUGE CHA;NLINK i FENCE TRANSITION RAIL W CHANNEL E.C. SHOULD BE TAPPED INTO PLACE FENCE (TYP) ! i D� ( 4 3/8" X 1 " X 1 /8" TENSION RISER ANGLE @ REAR & ENDS WITH A RUBBER MALLET AS NECESSARY .) MIG 1A ( ( L14 BAR CLAMP (TYP) OF BLEACHER (TYP) �?� / 1 f�2" WQ1,j w ■ 5 16" 9/16" X 3/16" X REQ'D. 3/8" X 1 1 /4" CARRIAGE v)z -1 '�' 3/ LENGTH TENSION BAR (TYP) SCREW W/NUT & LOCK ham!-7" RAIL RISER (TYP) 1 WASHER (TYP) ;z<ILD 9 GAUGE CHAINLiNK 0tjjn 3/8" X 1 1 /4" � T FENCE @ BACK (TYP) 0 � CARRIAGE SCREW U 3/8" X 1 1 /4" CARRIAGE 3" X 3" X 1 /4" -�77 SCREW W/NUT & LOCK SIDE FENCE TO BACK �� =� I�>�= W NUT t LOCH WASHER (TYP)-__----. - -- _ l-�-i n / FENCE TRANSITION RAIL - WASHER (TYP) 8 "C" ROW BASE PLATE ATTACHMENT DETAIL ELEVATION VIEW RISER ANGLE @ REAR & ENDS POSITION BEFORE TIGHTENING BOLT c0� OF BLEACHER (TYP) co 1 1 1 1 NOT TO SCALE POSITION AFTER TIGHTENING BOLT g TENSION BAR CLAMP DETAIL RAIL RISER ATTACHMENT DETAIL END CAP INSTALLATION DETAIL SECTION )'A —A)' �. NOT TO SCALE 1 1 1 1 NOT TO SCALE 1 1 1 1 NOT TO SCALE 1 1 1 1 SIDE RAIL RISER GALV. RAIL CLAMP (TYP) RAIL RISER (PP} TYP. @ ENDS OF STAND 1 5/8" O.D. RAIL r GALV. BACK RAIL (TYP.) 3/16" �v11G 1A PP 4 5 16" 9 GAUGE CHAINLINK �f Ra' GALV. RAIL CLAMP (TYP) �,r RISER (TYP) 2X6 (TYP.) __ f 3/16„ MIG 1A FENCE (TYP) 5/8 X 4 ALL THREAD * I I 2'-5" 1 -7 C� BOLT W/(3) NUTS SIDE RAIL RISER (TYP) '� r'` GALV. TENSION BAR 2X10 SEAT i� _ 2--9 No S.386 ANGLE FABRICATION FOR PROPER ALIGNMENT T (TYP) (TYP) p _ c i`��" CLAMP TYP TYP �� rn (TYP @ ENDS OF STAND) • , , y ��`� IL-. � - - _ ,� � � DES fIn r-------------------- OF RAIL RISERS (TYP) ��� ��. `�.�'`� `'�� GALV. TENSION BAR (TYP) ALUMINUM -- - j ' , «, `� `F �� �# rjfJfi X717 RISER (TYP) i 1 5/8 O.D. RAIL I o7 3/16„ (PP) 1, r> �, `t. �l"y ALUMINUM I II -- - ---- 00 W/RAIL CLAMP (TYP) I I `T � �;;.. I I—, , 0 MIG 4A �{ TJ, TREADS (TYP) i 4 r , -7r 3/16" (PP) "�cu 1 1 I STRINGER (TYP) _ 3/16> MIG 1A 'r ------ - ii I I 4 L2 1 /2 X 2 X 3/16 Jl C 5/8 X 1 3/4 z' CLIP WELDED TO ! _ BOLT & NUT (TYP) ' '� 5/8' X 4" BOLT W/3 NUTS l I I STRINGER FOR ATTACHMENT FOR ALIGNMENT OF RISER (TYP) ! �I�C�R OF RAIL RISERS (TYP) a 5/8" X 1 3/4" (PP)' 3/16" (PP) STRUCTURAL BOLT (TYP) MIG 1A, 3/16" 10�_<m IG 4A GALV. TENSION BAR CLAMP (TYP) 1 SIGHT LINE PARAMETERS ri O SIDE RAIL RISE ATTACHMENT DETAIL GALV. TENSION BAR (TYP) 11 FENCE ATTACHMENT DETAIL 12 ANGLE FAB DETAIL 1 � 1 1 NOT TO SCALE 1 1 1 1 NOT TO SCALE 1 1 1 1 NOT TO SCALE 1 1 1 i NOT TO SCALE 10" 8'-0" PRESSBOX BASE - — - 3/16' (MPIG) 1A STRINGER e 2X2X3/16 CONTINUOUS (TYP) Q 4 1/4" 3 1/2" 2 1/81, 5/8 x 2 1 /4 BOLTS cU 4X8X3/8 PLATE W/2-1 1 /1 6} - SINGLE 2X2X3/16 3/8" X 1 3/4" STRUCT. BOLTS (TYP) " �i HOLES @ 6" O.C. (TYP} TYP. THIS LOCATION <t BRACING - SEE A A C� ,� UNDERSTRUCTURE HORIZONTAL BEAM (1"YP _. _.__ _....- _______ __________ ____________________ ___ _ _ _ 1 1 /1 6 '0 HOLE (TYP) o o �} L LAYOUT 3/8" X 1 3/4" STRUCT. BOLTS (TYP) - -- - 4 1/4" 2 1 f8" 5/8" X 1 3/4" 1/4 aJ STRUCT. BOLTS (PP) / a MIG 4A�}� CROSSBRACING WILL BE @ u " " I 1OX4X3 8 PLATE ALTERNATING BAYS SECTION A -A I / 8" X 6" X 3/8" TOP PLATE (TYP) 4-5/8" BOLTS L 2X2X3/16" EXCEPT AS NOTEDw(� _-- I 1/4" (P )4A ii 3/16" (PP) IN 11/16" HOLES � ON SHEET #4 NG�R 11 0 iI 3/16 MfG 1A (TYP) 3�-IF � SEE DETAIL #3 I-- � (PP) II COLUMN (TYP) Ld MIG 1 A i SWAYROD (TYP) 5 1 /2" Li 7 U? (PP} 1/4„ sEc I � N �sA-A�r L3X3h1/4 VERTICAL (lYP} 5/8 X 1 3/4" BOLTS L2X2X3/16 CROSSBRACING J w 10 MIG 4 1/4 1 PRESS BOX BASE DETAIL TYP. THIS LOCATION @ ALTERNATE BAYS (TYP) `- ( ) 2" 3" 3" 21 1 1 1 1 NOT TO SCALE EXCEPT AS NOTED W p 7 r 7 ON SHEET #4 0. *' J >�„ >,A» SEE DETAIL #3 z i; 4'- 10 3/4" 4'-0 3/16" o 5/8 X 1 3 j4 5 TREADS @ 11 15/16" (1)2X4N, (4)2X9D & (1)2X8D r ANODIZED ALUMINUM BOLT & NUT (TYP) RISERS (TYP) 2X4N & 2X8H z (TYP EACH TREAD) J W W W I / • I ,�. � fj% jr ' /f li _-5 f � ""` - - r 6X6X3 8 PLATE W 1-7 8 o 5 1 /2" INTERLOCK / / / --- z � STEP RISER (U.N.O.) c. I /1f�i,�i �;;%r f//f;''•tff/�, HOLE CENTERED (TYP) 10"X4"X3/8' PLATE "' T`f� �% -MIG iA o (PP) r� ff/f%/l %' ' / I f k/ C0 6>-0" _v MIG 11 1/%,`i!,. ;,:; i,;',",;, f m � LJ l ;' / / -y -� 3/16 W 10X 12 VERTICAL � SUPPORT @ A -ROW '''%`f y' 7>' INTERLOCK DATE DAWN CHECKED 1 CR(�SSgRACING ELEVATIC3N DETAIL B—ROW STEP RISER 3/16" PLATE (TYP) R-RISER AND CLIP f 2X12SN @ BOTTOM 3" NOT TO SCALE �/ ����� �F� ^, STEP ONLY L2X2X3/16 CLIP (TYP) - - PUNCHED WITH 11/16" 1 11 1 __ JOB NUMBER le FOR 5/8" BOLTS 14 ROW "A" VERTICAL CONNECTION DETAIL _ _ _ _ _ 6" STEP RISER('17 PREBOX STEP DETAILrl4 �11 NOT TO SCALE 8FRONT RAIL RISER ATTACHMENT DETAIL SHEET OF (BOTTOM STEP ONLY) � 1 1 1 NOT TO SCALE 1 1 1 1 NOT TO SCALE 11