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HomeMy WebLinkAboutInterior Bleacher - 05/17/2005 Safety and Buildings 2331 SAN LUIS PL STE 150 lit vv commerce.Wi.goV GREEN BAY WI 54304 • TDD #: (608) 264 -8777 lepartment s i w.commeresconsin.gov ww.wisconsin.gov of Com merce Jim Doyle, Governor Mary P. Burke, Secretary May 17, 2005 CUST ID No.918785 ATTN: Buildings & Structures Inspector JAMES PUTMAN BUILDING INSPECTION KEPMINGER PUTMAN ARCHITECTS LLC CITY OF OSHKOSH 1928 S WASHBURN ST POB 1130 OSHKOSH WI 54903 -2903 OSHKOSH WI 54902 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/17/2006 , Identification Numbers Transaction ID No. 1131656 SITE: Site ID No. 606795 Lourdes High School / St John Neumann Middle Please refer to both identification numbers, 110 N Sawyer St above, in all correspondence with the agency. City of Oshkosh, 54901 FOR: 6. Object Type: Interior Bleacher Regulated Object ID No.: 1014945 ally The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in /ED chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. jAM • a The following conditions shall be met during construction or installation and prior to occupancy or use: '1 , ! ..j A copy of the approved plans, specifications and this letter shall be on -site during construction and open to � N E inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to 1 plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sinc- - y, 1 " Fee Required $ 300.00 / ' � F ee Received $ 300.00 i , `N // 11Ag � Balance Due $ 0.00 Jo J Wotrub. P I n Reviewer , Integrated Servic s WiS T code 7 8 (920)492 -6500 , 7:45 am - 4:31 ' jwotruba@commerce.state.wi.us cc: Peter R Ochs, Building Inspector, (920) 948 -3500 , Friday, 7:45 A.M. - 4:30 P.M. Fred F Radfar , Sturdi -steel Lourdes High School — COVER SHEET PLAN VIEW ELEVATION VIEW — ELECTRICAL VIEW — WHEEL LOADING AREA — TYPICAL DECK CONSTRUCTION TRACKING SYSTEM — UPPER WALL ATTACHMENT DETAIL — INTERMEDIATE WALL ATTACHMENT — LOWER WALL ATTACHMENT DETAIL CENTER RAIL LAYOUT END RAIL LAYOUT -- SCORER'S TABLE 0 THE BLEACHERS: CODE 1997 EDITION of the AMERICAN THE FOLLOWING CODES AND STANDARDS WERE REFERENCED DURING THE DESIGN OF 2000 EDITION of the INTERNATIONAL BUILDING CODE 1997 EDITION of the NATIONAL FIRE PROTECTION ASSOCIATION 101: LIFE SAFETY 1995 EDITION of the NATIONAL FIRE PROTECTION ASSOCIATION 102: STANDARDS for GRANDSTANDS, FOLDING and TELESCOPIC SEATING, 2000 EDITION TENTS, and MEMBRANE STRUCTURES AMERICAN 1997 EDITION of the UNIFORM BUILDING CODE 1997 EDITION of the DESIGN VALUES for WOOD CONSTRUCTION NATIONAL DESIGN SPECIFICATION THE BLEACHERS: CODE 1997 EDITION of the AMERICAN PLYWOOD ASSOCIATION PLYWOOD DESIGN SPECIFICATION 1996 EDITION of the AMERICAN IRON and STEEL INSTITUTE COLD FORMED STEEL DESIGN MANUAL NINTH EDITION of the AMERICAN INSTITUTE of STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN MANUAL 2000 EDITION of the AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE D 1. 1 bs'.a i.3 5 i&urnW as i C E'YY`.'afiC' L : § 1� € ;1�; 6 ' t the 9C1�4. Y CaY2 C''4.= t# 3L t:� ;z, .'�{ "Y s (? ; a or con ri ?E't � ylizsf�.# !1 °<t i�A e �3 #4 f�: v' d do no', sv tires h >on, "°4°d��F =a, & a. at�Yr of § �' : F" ° r s?y�_ "5 t�J�S`a` CJ �s s hF4 H rV A � de Fw9dis !Cif rm Of `t Nld l t:� ra toc 9s t , X 5d A "}�3; aE(it' b G:�. %:kEilYii� 'a I.;JJr eL` a zai rsE.E:? .:,�. IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL BY DEPARTMENT OF INDUSTRY 644E LABOR & HUMAN RELATIONS 11200422 —B >Q EXCLUDES A LL ELECT a Utz a. r NO p THIS CERTIFICATION PACKET o IS A GENERAL PACKET FOR STANDARD PRODUCT. NOT ALL INFORMATION IN THIS PACKET MAY PERTAIN TO THIS PROJECT DIRECTLY, 'AR� Cos r� �sv % 0 N,A •• 1. PR 13 2005 NOTE: OTHER BUILDING CODES REFERENCED as REQUIRED to MEET JOB SPECIFICATIONS. REQUIREMENTS: 1 — 101' -10" GROUP (INCLUDING END RAILS) 7 ROWS 10" RISE 24" SPACING WALL ATTACHED FRICTION POWER OPERATION W /PENDANT CONTROL 11 IN. DECK LEVEL REAR FILLER 4/4 NOM. LUMBER SEATING 4 — 48" FOOTREST LEVEL AISLE(S) W/ NON —SLIP TREAD REMOVABLE CENTER HANDRAILS INTERMEDIATE AISLE STEPS HINGED FRONT STEP 2 — SELF STORING END RAILS) (STARTING AT ROW 3) 1 — SCORER'S TABLE 6 — 36" x 24" PERMANENT WHEELCHAIR SPACES W/ ACCESS PANEL SEATING CAPACITY: 378 SEATS 0 18" PER SEAT 6 WHEELCHAIR SPACES @ 36" NOTES: ALL VERIFIABLE DIMENSIONS ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION SELF STORING/ END RAILS 11 " REQUIRED FOR STACKING FINAL PRODUCTION DRAIWNG 25' i 02' - 4" MIN. CLEAR 101' -10" GROUP LENGTH (INCLUDING END RAILS) 25' p— 25' 25' (P) — PENDANT LOCATION ON SKIRT LSJ -- POWER SOURCE: (4'-0" A.F.F.) 120 VAC SINGLE —PHASE 60 Hz, 30 AMP SERVICE CAPABLE OF SUPPORTING UP TO 6 — 1/4 Hp MOTORS RATED AT 4 FLA EACH, 3 WIRE NEUTRAL AND GROUND MUST BE PROVIDED TO SOURCE 9' 48" 12' 6' 7 — 6" 48" 19' — 6" 7' — 6" 6' 48 „ 19' — 6" 9' 12' 48 21' FLOOR SHALL BE SMOOTH AND LEVEL, WITH SLOPE NOT TO EXCEED 1/8" IN 10 FT. (ALTERNATIVELY RECOMMEND FF50 /FL35) IF WALL COLUMNS OR OTHER OBSTRUCTIONS EXIST IN PROPOSED BLEACHER AREA, VERIFY TYPE, LOCATION, WIDTH, & DEPTH LEGEND: AT FLOOR AND AT LAST ROW SEAT HEIGHT (M) — MOTOR LOCATION (P) — PENDANT LOCATION ON SKIRT LSJ -- POWER SOURCE: (4'-0" A.F.F.) 120 VAC SINGLE —PHASE 60 Hz, 30 AMP SERVICE CAPABLE OF SUPPORTING UP TO 6 — 1/4 Hp MOTORS RATED AT 4 FLA EACH, 3 WIRE NEUTRAL AND GROUND MUST BE PROVIDED TO SOURCE — READILY ACCESSIBLE DISCONNECTION BOX AND WIRING (AS REQUIRED BY N.E.C. — SUPPLIED AND LOCATED BY OTHERS) EXCLUDES ALL C L FINISHES: PANELAM DECKING: 21 BEIGE GALVANIZED STEEL: MINIMUM G -60 t4o.1 REVI IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL kwin BY T DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS seafing 11200422 --B cOmmy FOR I DATE IB SCHOOL Wl SCALE: J /J2' - !' WE REIMW EWE: DRAWN BY: 5VL 6fi /f0 /2 JOB NWBER CHECKED:- i "S ��_f.. 'j CAD FMWWF- \ SELF STORING END RAILS 11" REQUIRED FOR STACKING `,�� >�•.(, IH Y l f 04PACES ONLY) • CK;.i) F. ' R � AR � u i Ui 1, EX�1S 1-41 pp 13 2005 LOURDES HIGH OSHKOSH, N/A REV. 8[012?. 1 0 WALT. CONSTRUCTION: CONCRETE 14 1/2" WALL TO NOSE BEAM 11" DECK LEVEL 2x6 STRINGER BOARDS I I o ` ifl I Lo 2x6 WALL PADS REMOVABLE CENTER HAND RAI L (TYP) 30" (TYP) AISLE l STEP (TYP) o 24 SPACING (TYP) FINAL PRODUCTION DRAWING ACCESS PANEL (WHEELCHAIR SPACES ONLY) HINGED FRONT STEP FLOOR CONSTRUCTION: WOOD 3'-6" CLOSED 13' --6" OPEN 16' -6" %j$o$at 0 ! �tf N N 3' MIN. SUGGESTED DISTANCE TO COURT LINE. FtZcD w Li ,v ` ..' ,• � �� � 1 3 2005 IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL BY DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS #200422 --B FINAL PRODUCTION DRAWING 7 ROWS 24" SPACING IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL BY DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS #200422 —B REVISION hift 7 I DATE 1$YI ISSUED LOURDES HIGH OSHKOSH, ELEC SCAM. ORA19i ft SAIL SCHOOL WI 'route A DATE I RE+M1SM WF- N/A f012004 JOB HUMBER &04213 CAD FM.EMWE: W REV. 0 25' 25' 25' 25' S 16/5 x 46' B/3 x 31 ' 16/5 x 40' 16/5 x 15' 16/5 x 34' 16/5 x 59' P M M M M © — Pendant Box C 11 — Contactor — Mount to Back of Row 2 Rear Beam O — Motor Location — Double Rollers — 120 VAC single phase 60 Hz 30 Amp service capable of supporting M EL. ENGi :° E I IC up to 6 — 1/4 hp motors rated at 4 FLA each EXCLUDE ALL ELECTRICAL 7 ROWS 24" SPACING IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL BY DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS #200422 —B REVISION hift 7 I DATE 1$YI ISSUED LOURDES HIGH OSHKOSH, ELEC SCAM. ORA19i ft SAIL SCHOOL WI 'route A DATE I RE+M1SM WF- N/A f012004 JOB HUMBER &04213 CAD FM.EMWE: W REV. 0 f!1 ! q 1 N ti FLOOR LOAD CALCULATIONS Wheel Path Area Closed Position X-6" x 2' -1" x 2 wheel paths = 14.3 sq. ft. Open Positron 13'-8" x 2' -1" x 2 wheel paths = 55.1 sq, ft. Load Area (Gross Projection of Seating Area) 25' -0" x 13' -6" = $38 sq, ft. Dead Load (12.0lbs. persq. Q psfx 337.5 sq. ft. = 4,050 lbs. Live Load (100.0 lbs. persq. ft.) 100.0 psfx 337.5 sq. M. = 33,750 lbs. Distributed Loads Closed Posillon k370800 0 lbs. + 14.3 sq. ft. = 283 psf psf x FOS (1.25) = 354 psf Open PosRlon lbs. + 55.1 se. fl. = 086 osf Number of Wheels 1 6 wheels per deck x 6 deck rovrs = 36 wheels Goad par Wheel ]37.800 15s. + 36 wheels = 1050 lbs. per wheel I ;�'ayy4s!1!I!eret aA +Ee ® r LLI rs`e`iJ O N A k- , ea 3 . ' AP 13 20Q5 DATE RM D SUPPORT POST STEEL NOSE BEAM MATERIAL: 14 GAUGE ASTM 653 GRADE 50 13/ 1 11 /16 AREA: ,659 IN "2 Ix: .547 IN�4 7/16 � ly: 1A551N "4 131 3/4 I 14go. ROLL FORMED REAR BEAM f 12° RISE BLEACHER REAR BEAD MATERIA 14 GAUGE ASTM 653 GRADE 50 10 NiEk 1.221 IN "2 IN: 16.821 IN "4 ly:.591 IN "4 1 1 l0' RISE BLEACHER REAR BEAM MATERIAL: 14 GAUGE ASTM 653 GRADE 50 8 AREA 1.071 IN "2 IX: 9J941N "4 ty:.5741N "4 1 1/ LATERAL BRACING ROWS 2 AND HIGHER 3/4 12" RISE BLEACHER SKIRT 1 0" RISE BLEACHER SKIRT /� MATERIAL: 14 GAUGE ASTM A366 AREA: .749 INA2 MATERIAL: 14 GAUGE ASTM A366 Ix: 5.685 INA4 G 1/4 AREA:.599 IN Iy:.038 IN Ix: 2,767 IN Iy :.037 IN 1 1/4 0 f 0 RISER BOARD SEAT BOARD z 1 OF 8 PANELAM DECKING 5/8" BCX EXTERIOR GRADE SANDED PLYWOOD W/ A LAMINATED HIGH — DENSITY POLYETHYLENECOATING ON EXPOSED SIDE METAL SEAT BRACKET 18" ON CENTER FOR PLASTIC SEATS 36" ON CENTER FOR LUMBER SEATING ALL CONNECTIONS TO NOSE AND REAR BEAMS WILL BE MADE WITH 3/8" GRADE 5 BOLTS 6 1/4 )) STEEL SK FOR 10 "RISE IRwiyv DECKING SPLICE BEAM ALUMINUM EXTRUSION N M {1 0DU { 1 afz • 41 \LV IZ -�'J �Exas Si <e / d NA ING COMPANY BUILDING WTERIAL APPROVAL DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS #200422 --8 NO. I REVISION I DATE BY ISSUED FOR DATE I BY LOURDES HIGH SCHOOL. hvin OSHKOSH, WI a DECK CONSTRUCTI0N D' NO. saafto SCAIE: DATE FREMSM DATE- REV, COW y DRAWN BY: JN8 09108104 JOB NUMBER 6L04225 7 CHECKED: CAD FI ERWE: DECK CONSTRUCTJONDW ALTHOUGH BUILDING CODES HAVE BEEN CANSIpER�ENEDEVET.OFING �}{IS THE SEAlp C(3DES S FOR,? PO \519!L.itY OF CUSTO Pt.AN 1Fl�q�ON 0p COFaPLWiCE 11TTH BfTI.l1PNG E IAt� A MCHfiECT. 2 �.. 5/16 1 9/16 C T KNEE BRACING MATERIAL: 14ga. ASTM A653 GRADE 50 AREA: .425 IN'2 Ix: .186 IN'4 Rx: .662 ly: .204 IN'4 Ry: .693 IN SLENDERNESS RATIO NOT TO EXCEED 200 POST CANTILEVER SUPPORT POST COLUMN LATERAL BRACE ROWS 2 AND HIGHER 2 R 1/8 I 2 of s 1 1/4 IF 1 174 2 11/16 DECK SUPPORT \CANTILEVER FOR 22 " -26" SPACING MATERIAL: 12ga. ASTM A569 HR (Fy =38 KSI) AREA: .72485 IN'2 Ix: .1681 IN'4 ly: 1.2616 IN'4 NOSE CLIP DECK SUPPORT NYLON GLIDE TRACK BEARING GUIDE RODSARE USED ON 2 � ALL BUT THE LAST ROW POSTS 4 1/8 2 POST COLUM MATERIAL: 14ga. x 2 x 4 • WHEEL CHANNEL ASTM A500B COLD FORMED FOR 22 " ---26" SPACING 4 I AREA: .9497 IN'2 MATERIAL: 10ga. Ix: 2.0533 IN ASTM A569 HR (Fy =38 KSI) Rx: .1.4561 AREA: 1.2223 IN�2 ly: .6957 IN'4 Ix: 2.113 IN'4 Ry: .8475 IN ly: .939 ]N"4 SLENDERNESS RATIO NOT TO EXCEED 200 IRWIN TELESCOPIC SEATING COMPANY WIS C ONSIN BUILDING MATERIAL APPROVAL BY DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS #200422 —B POST WHEEL CHANNEL 6 " x 1 1 / 2 ri s o, @ r W/ OIL �( ,RE8 A 3 PER ' "A "l �ftf: 03/8" STE LA -E f P •, N Hk- WHEEL "b ,,BEARING NO. REVISION DATE BY ISSU FOR DATE BY LOURDES HIGH SCHOOL hvin OSHKOSH, WI TSIOMPIC TRACKING SYSTEM Dwo. No. saft SCALE; DATE REY�SION DATE: REV. ny DRAWN BY; JNB 09/08/04 JOB NUMBER BLO4225 7 CHECKED: �� �g7�pCAD FILEMWEE: TRACKING SYS EU.DWO : A CH BUILDING CODES E ALTHGU ESBSTHf Ex�L NE �RE5P�N5181UT THE nTD?� AND/OR ARCxF3RECTCO1fPLIANCE wI1H BUILDING FIELD DRILL 7/16" HOLE IN LUMBER DRILL THRU 1 WALL OF STEEL STUD 2 x 6 WALL PAD LIBERTY ANCHOR 3 /8- 6(MALE VERSION) ALLOWABLE PULL OUT LOAD= 1800 LBS. 3/8" FLAT WASHER \.� 3/8" HEX NUT WOOD WALL ATTAC HMENT 3/8" x 1 3/4" LAG SCREW 3/8" x5" HILT] KWIK BOLT II STUD ANCHOR (ICBO# 4627) ON MAX 32" CENTERS 2 1/2" MIN. ENBEDMENT 2 x 6 WALL PAD 3/8" x 1 3/4" LAG SCREW ATTACHMENT STEEL STUD WA LL ATTACHMENT FIELD DRILL 7/16" HOLE IN LUMBER DRILL CONCRETE WITH HILTI.TE —C+ 3/8 -12 BIT W' IRWIN TELESCOPIC SEATING COMPANY WISCONSIN ' FLAT WASHER BUILDING MATERIAL APPROVAL 3 8" HEX NUT BY / DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS 11200422 -B 3/8" x 1 3/4" LAG Sc NOTE: TOP OF REAR ROW BRACKET TO BE FLUSH WITH THE TOP OF THE 2 x 6 3OF8 ,G SCREW WASHER WASHER NO. I REVISION DATE BY ISSUED OR DATE I BY bvin Telesco ting Compan LOURDES HIGH SCHOOL OSHKOSH, WI DWG. NO. SCALE: DATE REVISION DATE: REV, DRAWN BY: JHB 09108104 JOB NUMBER 0E04225 CHECKED: C FILENAME: A LTH OUGH BUILDING CODES CODES 5 45 E THE 0 €XC ©USNE IN D ONS0BI I Y HI THE CE E AND OR M rrEC 0�lPLl4�lCE 4lIfH BUILDING n BLOCK WALL I)PPFR ATTACHMENT LOWER ATTAC H M E NT IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL BY DEPARTMENT OF INDUSTRY LA60R & HUMAN RELATIONS UPPER ? 2 x 6 WALL PAD 3/6-16 x 2 1/2 CARRME BOLT 3/8 -16 Nnm NUT LOWER A x 3 1/2 LAG SCREW 1/4" LOCK WASHER 1/4" FLAT WASHER 2x6 WALL PAD 1/4 x 3 1/2 LAG SCREW 1/4' LOCK WASHER 1/4' FLAT WASHER HHCS 3/8 -16 x 3' CRS ZINC SRTD LOCK NUT 3/8' -16 3/8 -16 x 5` GR5 ZINC SRTD LOCK NUT 4OF8 1/2 -13 LOCK WASHER 1/2 -13 HEX NUT 3/8" x Number of rows Lateral design Load Upper load point (pounds / linear foot) Upper Load Point 10" Rise Center Line of 16 finches AFF Upper Load Point 12" Rise Center Line of 2>6 (inches AFF) Lower Load Point 2 per section ( pounds) Mid Column Load Point 2 persection (pounds) 3 30 263/4 32.75 150 4 40 363/4 44.75 200 5 50 463/4 56.75 250 6 60 563/4 68.75 300 7 70 663/4 80.75 350 8 80 763/4 92.75 400 9 - 90 863/4 104.75 450 10 100 963/4 116.75 500 11 110 1063/4 128.75 550 12 120 1163/4 140.75 600 13 130 1263/4 152.75 650 14 140 1363/4 164.75 700 15 150 146 314 176.75 600 225 16 160 1563/4 188.75 640 240 17 170 1663/4 200.75 680 255 18 180 1763/4 212.75 720 270 19 190 1963/4 224.75 760 285 20 200 1963/4 236.75 800 300 21 AND UP CONSULT FACTORY y /An LAG S1I \GYi THIS GROUP ❑F BLEACHERS IS DESIGNED TO BE ATTACHED TO A L ❑AD— BEARING WALL, BLEACHER SECTION /GR ❑UPS ARE ATTACHED TO WALL AT LOCATIONS SHOWN ON THE ELEVATION DRAWINGS, YOU OR YOUR CONTRACTOR WILL NEED TO PR ❑VIDE FULL— LENGTH HORIZONTAL LOAD SPREADING MEMBERS AT THESE HEIGHTS BEHIND THE BLEACHER SECTION /GROUP, CUSTOMERS HAVE TYPICALLY PROVIDED EITHER A BUILT IN 2" X 6" STRINGER ANCHORED TO EVERY STUD ❑ A "Z" PURLIN, �i IF THIS IS A NON—LOAD— BEARING WALL THE CLOSED * , `"' _ 'P *,,THE BLEACHER WILL NEED TO INCREASE TO FACILLITAT .13T I'M0% STRUCTURE TO TRANSFERE THE LOADS TO THE FL f' � PLEASE INDICATE WHICH MEMBER YOU CHOOSE ON ��l' Gt9h`�14� 1 � , �I DRAWINGS S❑ WE CAN PROVIDE THE CORRECT ATTA MEN T Heck ;/ARE AND BRACKETS FOR YOUR INSTALLATION, / a • • �` 4._ N 3 2.005 DESIGN LOADS BASED UPON UBC RECOMMENDATIONS OF 10 POUNDS PER ROW PER FOOT APPLIED FRONT TO BACK ABOVE TABLE REPRESENTS A THEORETICAL WORST CASE DESIGN LOADS TABLE DOES NOT TAKE INTO ACCOUNT FORCES WALL COULD EXPERIENCE DURING THE OPENING AND CLOSING OF MANUALLY OPERATED BLEACHERS I NO.I REVISION I DATE IBY1 ISSUED FOR I DATE IBYI LOURDES HIGH SCHOOL. hvin OSHKOSH, WI Tel"WAC POST ATTACHMENT DWC. N o. tuft SCALE: DATE REVISION DATE: REV. CS n "•i'° ' DRAWN BY: JN8 09108104 JOB NUMBER OL04225 I CeHECKIED: I 7}{� CAD nLERkMEE: POST A37/CR ALTHOUGH BUILDING CODES R CO DES B TH£ XCLUSNE I RE S EON t 181 1 F N F[Y OF THE AND o R ARCHITECT MPLLWCE WI11{ BUILDING f 3/8 -16 x 2 1/2 CARRIAGE B 5 OF 8 OLT f - 3/8 -16 NYLOC NUT t LIBERTY ANCHOR 3 /8- 6(MALE VERSION) ALLOWABLE PULL OUT LOAD= 1800 LBS, 2x6 WALL PAD FIELD DRILL 7/16" HOLE IN LUMBER THRU 1 WALL IN STEEL STUD 3/8" FIAT WASHER 3/8" HEX NUT HHCS 3/8 -16 x 3" GR5 ZINC SRTD LOCK NUT 3/8 " -16 3/8" x5" HILTI KWIK BOLT II STUD ANCHOR (ICBO# 4627) ON MAX 32" CENTERS \ 2 1/2" MIN. ENBEDMENT � � •r i 2x6 WALL PAD �, �a FIELD DRILL 7/16" HOLE IN LUMBER DRILL CONCRETE .WITH HILTI T£ -C+ 3/8 -12 BIT 3/8" FLAT WASHER 3/8" HEX NUT HHCS 3/8 -16 x 3" GR5 ZINC SRTD LOCK NUT 3/8 " -16 1/2 -13 LOCK WASHER- 1/2-13 HEX NUT 3/8 -16 x 5" GR5 ZINC SRTD LOCK NUT 3/8 " -16 BLOCK WALL ATTACHMENT 1/2 -13 LOCK WASHER 1/2 -13 HEX NUT 3/8 -16 x 2 1/2 CARRIAGE BOLT 3/8 -16 NYLOC NUT 3/8 -16 x 5" GR5 ZINC SRTD LOCK NUT 3/8 " -16 STEEL STUD WALL ATTACHMENT 1RWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPROVAL DEPARTME OF INDUSTRY LABOR & HUMAN RELATIONS //200422 -8 1/4 x 3 1/2 LAG SCREW 1/4" LOCK WASHER 1/4" FLAT WASHER HHCS 3/8 -16 x 3" GR5 ZINC SRTD LOCK NUT 3/8 " -16 3/8 --16 x 2 1/2 CARRIAGE BOLT 3/8 -16 NYLOC NUT 1/2 -13 LOCK WASHER 1/2 -13 HEX NUT 64F8 1$ f 114.5' i 180' 12 13 1/2 i 35 1/2 i i 28 3/4 I I I DEBUR INSIDE AND OUT i i 01/4" i j THRU BOTH WALLS j 07/16" 1 2 3 FRONT WAIL ONLY 1 - DEBUR OUTSIDE ONLY loeaeatA +. �8lgddd�d° MATERIAL: 11 GAUGE 1 112" ROUND TUBE a +��r � ASTIR A513 o �sto ; Is 0dlA IRWIN TELESCOPIC SEATING COMPANY NO. REVISION DATE BY ISSUED FOR DATE BY WISCONSIN BUILDING MATERIAL APPROVAL LOURDES HIGH SCHOOL BY bvin OSHKOSH, W! DEPARTMENT OF INDUSTRY 22 " -26` SPAUNO I Dw0 N0 ' OU IMD RAIL LABOR & HUMAN RELATIONS Soft SG4_E: DATE RENSM DAM REV, #200422 —B C awm er: we 09 JOB NU Btwzzs 04EEGKO:: P- � MEWMyEms: y� g © 7�� ALTHO p�{� O UM 'KMO CODES FA DES !S TH£ IXG€.U5NE RE5 1814 OF ?1E TOSA� AV ATtf OF 0O"K- NCE NilN BMiNO 9 RAIL DESIGN IN ACCORDANCE WITH 1997 U.&C, AND 1995 N,F,P,A, 102 CODE FAIL MANUFACTURED FROM 14ga, V SQARE A513 HOT ROLLED TUBE BAIL PICKETS MANUFACTURED FROM 1 /8ga, 3/4 x 3/4 ANGLE A36 REAR CLIP SUCURLEY BOLTED TO FRONT OF UPRIGHT ON DECK SUPPORT NOSE CLIP SUCURLEY BOLTED TO FRONT OF NOSE BEAM E REAR REAR STEEL I 7 OF 8 fl 1111N TFL� -" oplc SEZTUlc codl"P,410 N0. I REVISION I DATE JBYJ ISSUED FOR DATE ll'!5C CA'S1.V sc r c:1,vc LOURDES HIGH SCHOOL FC,�' - r tcw, L T a> r.t1�:IS Rr -f OSHKOSH, WI EL'.� ,� :J,il�I! .��;'ATICf�'S � ?00 - �2 TalAamm ., DwG NO �, , �v [N 1 1_Lit -]\ INUJ \ --3/8" x 3/4 GRADE 5 BELT (N ❑SE CLIP TO END RAIL) (NOSE CLIP TO NOSE BEAM) ��}} GKIIIG Fill) H +.dl Su b, SCALE: DATE REVISION DATE: R CoMp DRAWN BY: M8 09/08104 408 NUMBER BLO4225 CHECKED: q £ C�gE ©Ey�L N� CAD FILENAME:'- . :+ 1: 13 _ ; '.,r. ALTHOUGH BUILDfNC CODES8 ES8li%k OF THE AND / ATRCHITOECT OMPLL4NCE WITH BUILDING SUPPORT ANGLE 30 -8 -1948 (6) REQ'D 11332 DIA. 1/2 x 1 1/2 x 14 GA. 80" LG. FASTEN SCORER'S TABLE TOP w/ #12 x 1 1/4" FLAT HEAD WOOD SCREW (8) REQ'D 32' --0" - T 5' -4" SCORER'S TABLE TOP (96" L. x 16" W. x 1 1/4" H.) 3 1 2 26 ^8 24' -4" 2'--- ] 0 - 24 3/8" LG. V (2) REQ'D PLASTIC PIPE CAP (4) REQ'D 6" -T IRWIN TELESCOPIC SEATING COMPANY WISCONSIN BUILDING MATERIAL APPR0VAL BY DEPARTMENT OF INDUSTRY LABOR & HUMAN RELATIONS 1200422 - 9 ,_ �,. SUPPORT TUBE 30--8 -19 / (2) REQ 1 1/2 x 9/16 RUBBER FOOT THRU. BOLTED (4) REQ'D (1/4 x 3/4 HEX HEAD BOLT & KEP NUT) 1 V A l }� O 1� R 1 2005