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HomeMy WebLinkAbout0141868-Building (replace bleachers)EGRESS CALCULATIONS EGRESS CALCULATIONS 2006 I 1011 BUILIDING CODE 2008 WISCONSIN COMMERCIAL BUILIDING CODE I C 3 (PER SECTION 1025.1.1, CC DD -02 GOVERNS BLEACHER EGRESS) SECT (PER SECTION 1025.11, ICC 300 -02 GOVERNS BLEACHER EGRESS) ]CC 300 C ©DE itEF, ALLOWED PROVIDED RANK #3 ]CC 300 CODE REF ALLOWEB ROP VIDED "BANK B_AIJK AISLES (DUAL ACCESS) SECTION 407.3 21 SEATS 16 SEATS Na OF SEATS BETWEEN AISLES (DUAL ACCESS) SECTION 407.3 21 SEATS 15 SEATS StATS BETWEEN S NO, [IF SEATS* EYQND AN AISLE (SINGLE ACCESS) SECTION 407.4 10 SEATS 9 SEATS Na Of SEATS BEYOND AN AISLE (SINGLE ACCESS) SECTION 407.4 10 SEATS 7 SEATS LENGTH I B AISLE SECTION 405.6 N/A N/A LENGTH OF DEAD END AISLE SECTION 445.6 N/A N/A AISLE WIDTHS (SECTION 404.5 : 405)ROWS N0. SEATS TABLE 444.5 AISLE WIDTHS (SECTION 404.5 8 405)ROVS NO. SEATS TABLE 404.5 (2> ) AISLE #1 l 8 RISER HT < 7' ' 1) AISLE JN 1 13 RISER HT C 7' 2 -10 116 © 2 -30 FROM BALCONY BANK 134 51 FROM BALCONY BANK 68 r.: TOTAL SEATS USING AISLE (OL) 184 0.3 {I� -) OR 48' 55,2 Sfi --1 TOTAL SEATS USING AISLE 01) 385 0.3(UL) OR 48' 55.5 56 : *a `�_ ` TOTAL: SEATS ROWS 1 -10 124 L� TOTAL SEATS ROWS 1 -lD 347 � AISLE V1 _ 1 11 2) AISLE #2 1 13 ,, tis 2 -10 117 2-10 126 ��°� ,� FROM BALCONY BANK 66 FROM BALCONY SANK 57 54,9 56 TOTAL SEATS USING AISLE (OL1 l83 0,3(OL) OR 48' 54,9 56 CI~ TOTAL SEATS USING AISLE (01.) 183 0.3(OL) OR 48' TOTAL SEATS ROWS 1 -10 128 >- TOTAL SEATS ROWS 1 -10 139 3) AISLE #3 1 16 37 AISLE #3 1 13 2 -10 152 2 -10 125 FROM BALCONY BANK 31 FROM BALCONY BANK 57 54.6 56 TOTAL SEATS USING AISLE (OD 183 0 ,3(DL) OR 48' 54,9 56 TOTAL SEATS USING AISLE (OL) 182 03(OL) DR 48' TOTAL SEATS ROWS 1 -10 168 TOTAL SEATS ROWS 1 136 TOTAL SEATS FOR THE BANK 426 PLUS 165 FROM BALCONY = 585 TOTAL SEATS FOR THE BANK 424 PLUS 165 FROM BALCONY = 589 EGRESS CALCULATIONS EGRESS CALCULATIONS 2008 WISCONSIN COMMERCIAL BUILIDING CODE 2008 WISCONSIN COMPERCIAL BUILIDING CODE (PER SECTION 1025.1.1, ICC 300 -02 GOVERNS BLEACHER EGRESS) (PER SECTION 1025.11, ICC 300 -02 GOVERNS BLEACHER EGRESS) BANK # ICC 300 CODE REF, LLp OWED PROVIDED BANK ._ #.2 NO. OF SEATS BETWEf3J AISLES (DUAL ACCESS) )CC 300 COIIE REF, SECTION 407.3 ALLOWED PROVIDED 21 SEATS 15 SEATS NO. OF SEATS BETWEEN AISLES (DUAL ACCESS) SECTION 407,3 2l SEATS SECTION 407.4 10 SEATS l5 SEATS SEATS 00, OF SEATS BEYOND AN AISLE (SINGLE ACCESS) SECTION' 407.4 1D SEATS 7 SEATS Na QF SEATS BEYOND AN AISLE (SINGLE ACCESS) LENGTH OF DEAD END AISLE SECTION 445.6 l6 ROWS 1 2 ROWS 1 LENGTH OF DEAD END AISLE SECTION 405.6 16 ROWS 12 ROWS AISLE WIDTHS (SECTION 404.5 6 405)ROWS NO, SEATS TABLE 404,5 (2) AISLE WIDTHS (SECTION 404.5 405)ROWS NO, SEATS TABLE 4045 (2) 1) AISLE #3 1 19 RISER 1) AISLE #1 1 14 RISER HT ( 7' 2 -11 140 IT HANDRAIL L W WIT HIN 3D' 2 -11 140 HANDRAIL WITHIN 30' 12 17 Z 12 D TOTAL SEATS USING AISLE (OD 17 157 0.300(0L) OR 48' 48 50 -1/2 TOTAL SEATS USING AISLE (0t> 157 1 0.3DDEOL) OR 48' 46 50 -1 /2 (� TOTAL SLATS 171 TOTAL SEATS 2) AISLE #2 2) AISLE 42 1 15 2 150 Q 2 -11 150 12 18 TOTAL SLATS USING AISLE I ((IL) 168 0,300 (OL) OR 48' 50.4 50 -5l6 TOTAL SEATS USING AISLE (OL) 168 l83 0.30ROL) OR 48' 50.4 50 -5/8 e TOTAL SLATS 183 TOTAL SEATS 3) AISLE #3 3) AISLE #3 2 140 v 23 11 140 12 17 ° 12 TOTAL. SEATS USING AISLE ((IL) 17 357 0,3DVOL) OR 48' 48 50 -112 TOTAL SEATS USING AISLE (OL) 357 171 0.3DD(I ) OR 46' 48 50 -1/2 fl TOTAL SEATS 171 TOTAL SEATS TOTAL SEATS FOR THE BR3dK 525 WISCONSIN AGENT 0 TOTAL SEATS FOR THE BANK 525 © THE G❑❑DS❑N COMPANY 9373 NORTH FAIRWAY CIRCLE v 840.1 Fl PHONE (414) 30, 414) -1335 Y °# M A I N FLOOR F T v ( BALCONY WISCONSIN BUILDING PRODUCT EVALUATION p200435B Y OCCUPANT LOAD OCCIAI IT LOAD OCCUPANTS, CL OCCUPANCYt FACTORt HET SF, OCCUPANTS{ OCCUPANCY FACTOR NET SF. *� ,'`r S 0 N& /, �`` iu MAIN GY14 MAIN GYI1 GROUND LEVEL BLEACHER BANK f3 - 2007 SF. 525 3 GROUND LEVEL BLEACHER BANK 01 - 3691 SF. 424 2007 SF. 525 � r GROUND LEVEL BLEACHER BART( 02 1691 SF. 419 GROUND LEVEL BLEACHER BNX 14 - 7 5714 SF, 916 DANIEL R.VICTOR _ m BALCONY LEVEL (LEACHER RAW 13 - - 365 FR114 BALCONY GROl1NB LEVEL FLOOR AREAS 1866 .. 3451$ -006 BALCONY LEVEL BLEACHER BANK 14 - - 165 FROM BALCONY BALC[}1fY GYM TOTAL FOR BOTH SIDES: 4728 SF. r, -r o KALAh4AZoo GROMD LEVEL FLT AREAS 7 7235 S.F. 1034 C BALCONY LEVEL FLOOR AREAS r Mt ti m MAIN GYM TOTAL 10,617 S.F. 2207 REWIRED EGRESS WIDTH PER 3008.51 IS 0.200 (1866) = 373' 00 i PR(IVIDEDED EGRESS WIDTH DIRECT EXIT = 0 INDIRECT EXIT 4(36) + 4(50.5) + 2450,625) = 447' / A GROUND LEVEL FLOOR AREAS REQUIRED EGRESS WIDTH PER 1008,5.1 IS 0.200 (2207) = 441' EXP. 7/31/10 PROVIDEDEB EGRESS WIDTH DIRECT EXIT = 0 dvlctor@interkolcon f fff h INDIRECT EXIT 9(72) = 648' (269) 978 -2295 Li Dw ❑SNKDSN WEST H IGH SC R3ACKIEWICZ 3 -22 -10 Q Calf CISHKCISN, V1 evn SCAU o • S4EET E CF 2"t m ttinterkal mGm C- 39921ABCD 3 " M .V0. r DATE 5981 EAST CORK STREET - KALAMAZOO, HICHIGAN 4$048 N VERIFY NnRTH 54' -6' VERIFY 36 INDIRECT EXIT 147' -0' VERIFY 28' -6' WALL TO COURTLINE VERIFY 28' -6' WALL TO COORTLINE VERIFY S4' -6' VERIFY 72 INDIRECT EXIT 100' -0' VERIFY "m TIE LAYOUT SINN IS DRAVN ACCIMM TD INTE m DTTEWRETAIIIN OFCVCDC M/ IBC M) C�II1� SH3J-D TIE APPLICALE C0 3E DTFfER FRI2L _.�.� ) THAT STATED, PLEASE A'DICATi IN TW SPACE PROVIDER 3 n IF MO OTHER CODE IS INDICATED, TT WILL RE ASMD THE DISTRIBUTOR / ARCHTTECT AGREES VTTH THE LODE APPLIED AND ITS DTTERPRETATIUL S THE APPLICASLE CODE DIFFER FRIH THAT STATED DITERKAL SHALL MIT B£ HELD A'JCMITABLE FIR ANY DEVIATICFTS TO TTE LAYTRIT Scvx I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I Milli � P• '1 525 SEATS 72 INDIRECT EXIT BANK #1 - 10 ROW 408 SEATS NOTCHED 424 SEATS RECOVERED 8' -D' WALL TO COURTLINE VERIFY 72 INDIRECT EXIT BANK #2 - 10 RNW BANK #4 - 12 ROW 406 SEATS NOTCHED 525 SEATS 419 SEATS RECOVERED 72 72 72 72 72 INDIRECT J NDIRECT INDIRECT INDIRECT YZNDIRECT EXIT EXIT EXIT EXIT EXIT 72 INDIRECT EXIT INDIRECT EXIT INTERKAL TELESCOPIC SEATING - RECESSED INTERKAL SCULPTURED SEAT MODULE NOTCHED RECOVERED TOTAL SEATING CAPACITY R 18° PER PERSON 7 1866 1893 WHEEL CHAIR CAPACITY R 36 1/4" PER PERSON 16 2 0 = COMPANION CHAIR BY OTHERS TYP. SC0Ns� DANIEL R. VICTOR A r 3A81 a KALA� P•� M` dim 800 I 1 L [i i (c) OSHKOSH WEST NIGH SCHOOL m "E""";'" s a>sr T� OSHKnSH, WI Unterkal' ` z D- 39921A 981 EAST CiRK STREET - KALAK4Z00, NIMGAN 49MD 8' -0' WALL TO COURTLINE VERIFY iiiiiiil In EXIT 0 VERIFY NORTH 165 PATRONS EGRESS THROUGH THIS BLEACHER FROM ABOVE 83' - 0' RECORHENDED GATE SIZES AND LOCATIONS TO ENSURE ALIGNMENT WITH THE BLEACHER AISLES SPECIFY — 4. ® SAFETY SWITCH(ES) LOCATED APPROXIMATE 5'- 0' ABOVE FINISHED FLOOR (t? FF. FOR REVERSE FOLD UNITS) 5. ® FRICTION POWER ROTOR G. ® STOP /START REVERSING CONTACTOR (WIRING HARNESS) 7. ® PENDANT SWITCH RECEPTACLE THE MATERIAL BEING SUPPLIED WILL BE PER INTERKAL'S STANDARD SPECIFICATIONS AND APPLICATIONS AT TIME OF SHIPMENT. APPROVED BY= ARCHITECT OR GENERAL CONTRACTOR TO SKETCH IN AND DIHENSION ANY WALL. OBSTRUCTIONS SUCH AS COLUMNS, PIPES, GRILLES, £TC,.. ARCHITECT /CONTRACTOR TO SPECIFY, WALL CONSTRUCTION --- - - - - -- BLACK WALL THICKNESS ------ - - - - -- SPECIFY FINISHED FLUOR MATERIAL - -- WOOD FLOATING FINISHED FLOOR TO BE LEVEL. PLUS ITR MINUS 1/8' IN 8' -0' THE LAYOUT SHOWN IS DRAWN ACCORDING TO INTERKAL'S INTERPRETATION O)< (WCBC 20OB/ IBC 2006) SHOULD THE APPLICABLE CODE DIFFER FROM J THAT STATED, PLEASE INDICATE IN THE SPACE PROVIDED. IF NO OTHER CODE IS INDICATED, IT WILL BE ASSUMED THE DISTRIBUTOR / ARCHITECT AGREES WITH THE CODE APPLIED AND ITS INTERPRETATION. WALL IU WALL VERIFY SPECIFY SD` 508' ERIFY VERIFY IERIFY VERIFY IERIFY END PANELS TYP. 2 PLS REMOVABLE END RAILS - TYP. 2 PLS STANDARD INTERKAL POWER REQUIREMENTS 1. WIRING AND 110N- FUSIBLE SAFETY SWITCHES) SUITABLE FOR THE LINE VULTAGE T8 BE PROVIDED BY ELECTRICAL CONTRACTOR OR OTHERS WITH BRANCH CIRCUIT PROTECTION TO EACH NOT EXCEEDING 15 AMPS, L SELF STORING ALL PLATFORM WIRING FURNISHED BY INTERKAL END RAILS - 2. BRANCH CIRCUIT PROTECTION DEVICES BY OTHERS TO BE ACCESSIBLE WHEN TYP. 2 PLS PLATFORMS ARE CLOSED. 3. VERIFY ELECTRICAL INFORMATIO3. CIRCUIT 3 PHASE, 208 -230 VOLTS, 60 HERTZ EACH I12 NORSE POWER MOTOR DRAWS 20 -2.2 ANfPS FULL LOAD. MOTORS RIO"€ SIMLLTANEOUSLY. 4. ® SAFETY SWITCH(ES) LOCATED APPROXIMATE 5'- 0' ABOVE FINISHED FLOOR (t? FF. FOR REVERSE FOLD UNITS) 5. ® FRICTION POWER ROTOR G. ® STOP /START REVERSING CONTACTOR (WIRING HARNESS) 7. ® PENDANT SWITCH RECEPTACLE THE MATERIAL BEING SUPPLIED WILL BE PER INTERKAL'S STANDARD SPECIFICATIONS AND APPLICATIONS AT TIME OF SHIPMENT. APPROVED BY= ARCHITECT OR GENERAL CONTRACTOR TO SKETCH IN AND DIHENSION ANY WALL. OBSTRUCTIONS SUCH AS COLUMNS, PIPES, GRILLES, £TC,.. ARCHITECT /CONTRACTOR TO SPECIFY, WALL CONSTRUCTION --- - - - - -- BLACK WALL THICKNESS ------ - - - - -- SPECIFY FINISHED FLUOR MATERIAL - -- WOOD FLOATING FINISHED FLOOR TO BE LEVEL. PLUS ITR MINUS 1/8' IN 8' -0' THE LAYOUT SHOWN IS DRAWN ACCORDING TO INTERKAL'S INTERPRETATION O)< (WCBC 20OB/ IBC 2006) SHOULD THE APPLICABLE CODE DIFFER FROM J THAT STATED, PLEASE INDICATE IN THE SPACE PROVIDED. IF NO OTHER CODE IS INDICATED, IT WILL BE ASSUMED THE DISTRIBUTOR / ARCHITECT AGREES WITH THE CODE APPLIED AND ITS INTERPRETATION. WALL IU WALL VERIFY SPECIFY SD` 508' ERIFY VERIFY IERIFY VERIFY IERIFY 3 j 15 EATS 14 SEATS R 7 SEATS 14 SEATS 13 SEATS 7 SEATS ® 5 SEATS 3 SEATS 4 SEATS 3 SEATS 3 SEATS 56 5 SEATS I 36' I11 I RECO23RABL� A2OVERABLE 63 - �36—j` 128' S0�' 273' SD�' 255' --J 50�' L 126' 2b' °0 78' -0' BANK LENGTH CI R. BANK #1 INTERKAL TELESCOPIC SEATING - RECESSED 15' CLR. TYP. INTERKAL SCULPTURED SEAT MODULE NOTCHED RECOVERED 10 ROW SEATING CAPACITY R 18' PER PERSON = 408 424 WHEEL CHAIR CAPACITY 2 36 1/4' PER PERSON = 8 0 = CIIMPAMMI.CHAIR BY OTTERS TYP. DANIEL R.VICT ©R 348T5.006 a 10A LANIAZO0 t I rt F � ki t,Er }S V I(() 39921 -P1 SHULD THE APPLICABLE CODE DIFFER FROM THAT STATED INTERKAL SHALL NOT BE HELD ACCOUNTABLE FOR ANY DEVIATIONS TO THE LAYOUT SHOWN. x Y N VERIFY NURTH 155 PATRONS EURESS THROUGH THIS BLEACHER FROM ABOVE 83'-0' RECOMMENDED GATE SIZES AND LOCATIONS TO _¢ ENSURE ALIGNMENT WITH THE BLEACHER AISLES SPECIFY F END PANELS TYP. 2 PLS T REHIIVABLE END RAILS - TYR 2 PLS STANDARD INTERKAL POWER REGUIRFHENTSf 1. WIRING AND NUN- FUSIBLE SAFETY SVIITCH(ES) SUITABLE FOR THE LDIE VOLTAGE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR OTHERS WITH BRANCH CIRCUIT PROTECTION TO EACH NOT EXCEEDING 15 AMPS. ALL PLATFORM VIRING FURNISHED BY INTERKAL. 2. BRANCH CORCUIT PROTECTION DEVICES BY OTHERS TO BE ACCESSIBLE WHEN PLATFORMS ARE CLOSED. 3. VERIFY ELECTRICAL INFORMATIM CIRCUIT 3 PHASE, 206 -230 VOLTS, 60 HERTZ EACH I12 HORSE POWER MOTOR DRAWS 2.0 -22 AMPS FULL LOAD. MOTORS RUN SIMULTANEOUSLY, 4. ® SAFETY SVITCH(ES) LOCATED APPROXIMATE 5'- 0' ABOVE FINISHED FLOW (P FF. FOR REVERSE FOLD UNITS) 5. ® FRICTION POWER MUTUR 6. ® STUP /START REVERSING CONTACTOR (WIRING HARNESS) 7. ® PENDANT SWITCH RECEPTACLE THE MATERIAL BEING SUPPLIED WILL BE PER INTERKAL'S STANDARD SPECIFICATIONS AND APPLICATIONS AT TIME OF SHIPMENT. APPROVED BY, ARCHITECT OR GENERAL CONTRACTOR TO SKETCH IN AND DIMENSION ANY WALL OBSTRUCTIONS SUCH AS COLUMNS, PIPES, GRILLES, ETC- YI ARCHITECT /CONTRACTOR TO SPECIFY WALL CONSTRUCTION --------- BUCK WALL THICKNESS ------ - - - - -- SPECIFY FINISHED FLOOR MATERIAL - -- W05D FLOATING FINISHED FLOOR TO BE LEVEL PLUS OR MINUS 1/8' IN 8' -D' THE LAYOUT SHOWN IS DRAWN ACCORDING TO r--� INTERKAL'S INTERPRETATION OF(WCBC 2008/ IBC 2WS) -- �ID1T£ CIDE1 SHOULD THE APPLICABLE CODE DIFFER FROM TlI1lT STATED, PLEASE INDICATE IN THE SPACE PROVIDED- IF NO OTHER CODE IS INDICATED, IT VILL BE ASSUMED THE DISTRIBUTOR / ARCHITECT AGREES WITH THE CODE APPLIED AND ITS INTERPRETATION. SELF STORING END RAILS - TYP. 2 PLS FALL TO VALL VERIFY SPECIFY 50 ' 16'-8 ` 50�' 24' -3" 50 ` ERIFY VERIFY ERTFY VERIFY iERIFY -- - - - - -- - --- -- -- -- -- - - - - - -- — - -� - -- - - - -- — - - - - - -- I F SEATS 11 SEATS I6 SEATS 10 SEATS R 15 SEATS 9 SEATS R SEAT 5 SLATS �� 1 7 SEATS 1 7 SEATS hhb 66 k � Fl RECOVERABLE ST #Z �� 23 �--�T ST I13 .�36j. 120' S0` 240$' —iill 2912 4' 50` 164$ 26' -0' 78' -D' BANK LE14GTH B0' -b' CLR. BANK #2 INTERKAL TELESCOPIC SEATING - RECESSED 15 CLR, TYP, INTERKAL SCULPTURED SEAT MODULE NOTCHED RECOVERED 10 ROW SEATING CAPACITY @ 18' PER PERSON = 409 420 WHEEL CHAIR CAPACITY @ 36 1/4` PER PERSON = 8 2 = COMPANION CHAIR BY OTHERS TYP. \ S O ONO I Irr 34895 -006 v " o KALAts4AZoo ;4 m i a o 4 ®° � fir tb b� 6 �E d8'7 L 4 d�b~b bl 39921 -P1 a SHOULD THE APPLICABLE CODE DIFFER FRIDI THAT STATED INTERKAL SHALL 1nT BE HELD ACCOUNTABLE FOR ANY DEVIATIONS TO THE LAYOUT SHOWN. x Y �a7 VERIrY NQRTH 10TET ARCHITECT IS RESPONSIBLE FOR TIE COORDINATION AND COMPATIBILITY BETWEEN THE BLEACHER LOADS AND THE FINISHED FLOOR LOADS. STANDARD INTERKAL POWER REQUIREMENTS: I. VIRING AND NON- FUSIBLE SAFETY SWITCH(CS) SUITABLE FOR THE LINE VOLTAGE TO BE PRDVIDED BY ELECTRICAL CONTRACTOR BROTHERS V1TH BRANCH CIRCUIT PROTECTION TO EACH NOT EXCEEDING 15 AMPS. ALL PLATFDRM WIRING FURNISHED BY INTERKAL. 2. BRANCH CIRCUIT PROTECTION DEVICES BY OTHERS TO BE ACCESSIBLE WHEN PLATFORMS ARE CLOSED, 3. VERIFY ELECTRICAL INFORMA11W. CIRCUIT 3 PHASE, 208 -230 VOLTS, 60 HERTZ EACH 1/2 HORSE POWER MOTOR DRAWS P.0 - 2,2 AMPS FULL LOAD. MOTORS RUN SIMULTANEOUSLY. 4. IS) SAFETY SWITCH(ES) LOCATED APPROXIMATE 5' 0'- (@ F.F, FOR REVERSE FOLD UNITS) 5. ® FRICTION POWER MOTOR 6. ® STOP /START REVERSING CONTACTOR (WIRING HARNESS) 7. ® PENDANT SWITCH RECEPTACLE THE MATERIAL BEING SUPPLIED WILL BE PER INTERKAL'S STANDARD SPECIFICATIONS AND APPLICATIONS AT TIME OF SHIPMENT. z ° APPROVED BY; W U Q ARCHITECT OR GENERAL CONTRACTOR TO SKETCH IN AND a DIMFNSII►4 ANY WALL OBSTRUCTIONS SUCH AS C13LU4US. W PIPES, GRILLES, ETC - ARCHITECT / CONTRACTUR TO SPECIFY WALL CONSTRUCTION ---- --- - -- N/R WALL THICKNESS ------ - - - - -- N/ R y FINISHED FLOOR MATERIAL -- -- CONCRETE FINISHED FLOOR TO BE LEVEL PLUS OR M114US 1/8' IN 8' -D' THE LAYOUT SHOWN IS DRAWN ACCORDING TO i INTERKAL'S INTERPRETATION OF(WCBC 2DOB/ IBC 200b)- -NOTE CODE SHOULD THE APPLICABLE CODE DIFFER FROM THAT STATED, PLEASE INDICATE IN THE SPACE PROVIDED: IF NO OTHER CODE IS INDICATED, IT WILL BE ASSUMED THE DISTRIBUTOR / ARCHITECT AGREES WITH THE CODF APPLIED AND ITS INTERPRETATION. BANK �3 180 PATRONS EXIT T13ROUGH EACH 36' DOOR - EGRESS FACTOR 0.20 165 PATRONS EXIT DOWN THE RAIN FLOOR BANK. o'4 . INTERKAL TELESCOPIC SEATING - REVERSE FOLD INTERKAL SCULPTURED SEAT MODULE 12 ROW SEATING CAPACITY @ 18' PER PERSON = 525 Um1tt- H.VICTOR 3A815 006 a v KALAMAZOO b a 9 ml c ONAL 39921 --P3 SHOULD THE APPLICABLE CODE DIFFER FROM THAT STATED INTERKAL SHALL NOT BE HELD ACCOUNTABLE FOR ANY DEVIATIONS TO THE LAYOUT SHOWN. r �'i VERIFY NORTH NOTE ARCHITECT IS RESPONSIBLE FOR THE COORDINATION AND COMPATIBILITY BETWEEN THE BLEACHER LOADS AND THE FINISHED FLOOR LOADS. STANDARD INTERKAL POWER REQUIREMENTSi L WIRING AND NON - FUSIBLE SAFETY SVITEH(ES) SUITABLE FOR THE LINE VOLTAGE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR OTHERS WITH BRANCH CIRCUIT PROTECTION TO EACH NOT EXCEEDING 15 AMPS. ALL PLATFORN WIRING FURNISHED BY INTERKAL. 2 BRANCH CIRCUIT PROTECTION DEVICES BY OTHERS TO BE ACCESSIBLE WHEN PLATFORMS ARE CLOSED. 3. VERIFY ELECTRICAL INFORMATION CIRCUIT 3 PHASE, 208 -230 VOLTS, 60 HERTZ EACH I/2 HORSE PAVER MDTDR DRAVS 2.0- -82 AMPS FULL LHAU, MOTORS RUN SINULTAHEOUSLY. 4. IS) SAFETY SWITCH(ES) LOCATED APPROXIMATE 5'- 8' e l cwncurn �i nno (@ F.F. FOR REVERSE FOLD UNITS) 5, 0 FRICTION POWER PATOR G ® STIIP /START REVERSIA CONTACTOR (WIRING HARNESS) 7. 0 PENDANT SWITCH RECEPTACLE THE MATERIAL BEING SUPPLIED WILL BE PER INTERKAL'S STANDARD SPECIFICATIONS AND APPLICATIONS AT TIME OF SHIPMENT. APPROVED BY+ ARCHITECT OR GENERAL CONTRACTOR TO SKETCH IN AND DIIIENSIIIN ANY WALL OBSTRUCTIONS SUCH AS COLUMNS, PIPES, GRILLES, ETC- ARCHITECT /CONTRACTOR TO SPECIFYt t WALL CONSTRUCTION --- - - - - -- N/R WALL THICKNESS ------ - - - - -- N/R FINISHED FLOOR HATERIAL - -- CONCRETE FINISHED FLOOR TO BE LEVEL PLUS OR HIWS 1 /8' IN 8' -0' THE LAYOUT SHOWN IS DRAWN ACCORDENG TO INTERKAL'S INTERPRETATION DF(VCBC 2008/ IBC 2006) -- {MOTE C4)X7 SHOULD THE APPLICABLE CODE DIFFER FROM THAT STATED, PLEASE INDICATE IN THE SPACE PROVIDED: IF NO OTHER CODE IS INDICATED, IT WILL BE ASSUMED THE DISTRIBUTOR / ARCHITECT AGREES WITH THE CODE APPLIED AND ITS INTERPRETATION. BANK #4 HID PATRONS EXIT THROUGH EACH 36' DOOR - EGRESS FACTOR 0.20 165 PATRONS EXIT DOWN THE MAIN FLOOR RAM "111111611111, 1 INTERKAL TELESCOPIC SEATING - REVERSE FOLD INTERKAL SCULPTURED SEAT MODULE 12 ROW SEATING CAPACITY e 18' PER PERSON = 525 DANIEL R. VICTOR 34$15 006 C KALAMAZOO r 39921 -P3 SHOULD THE APPLICABLE CODE DIFFER FROM THAT STATED INTERKAL SHALL NOT BE HELD ACCOUNTABLE FOR ANY DEVIATIONS TO THE LAYOUT SHOWN. -- as -01 ri v CODE NOTE SEE TCC 3DO -02 406.61 TREAD AND RISER WIMIFORMITY PERMITTED SPECIFY GUARD RAIL BY OTHERS PLEASE PROVIDE DETAILS 6' VERIFY PLEASE PROVIDE DETAILS FOR THE CONSTRUCTION AT THE BALCONYS EDGE GUARD RAIL DETAIL 12' 32' 12' I * 7j' I 5' 5 12' 12' L 7s, IL REMOVABLE ACCESS STEP BALCONY ACCESS DETAIL 2x SCALE E = 2' WIDE RED ABRASIVE TAPE ON LEADING EDGE CLOSED DIMENSION IS INCREASED 2' DOE TO HORSE INTERFERENCE WITH RECOVERABLE 1NOTCHOUT COMPONENTS. 25�' 24' REMOVABLE AISLE RAIL SPAN (SEE SHEET 14) 1 I SELF SlnRING AISLE RAIL (SEE SHEET 14) z P LHW PRHEILE MODULE ALTERNATE FOR THE LAST ROW ' STLEL REAR RISER INTERMEDIATE STEP POLYDFCK 10' INTERKAL SCULPTURED SEAT MODULE 11� 11�' RISE ll�1 ROW 3 z 2 �I PERMANENT NOTCH z R , VERIFY FLOOR 19 WOOD FLOATINGI I 32' ID ROW SIDE ELEVATION -- RECESSED -PAINS 1 & 2-- INTLRKAL RECOMMLNDS THAT THE FLOUR BE LgQF€IRR AND WITHOUT TRANSITION IN MATERIALS. IF THIS IS Ni)T FEASIBLE, THE JOINT BELOW HAS BEEN USED SUCCESSFULLY. 14D pl1 ult. LOAD WOOD FLOOR [— 1. 3' STEEL COVER PLATE (�') FLAT HEAD EXPANSION ANCHOR —I 3' I — FLOOR SHDULD BE RIDGIDLY SUPPDRTED MAX' CONCRETE BY FLOUR SLAB AT JOINT. (NO ENERGY ABSORBING PADS) EXPANSION PLATE DETAIL - 8x SCALE - 21 -IR WALL TO FRONT OF STEP EXTENDED ROW 3 I 29' L RECOVERABLE NUTCH SPECIFY THE REAR WALL CONSTRUCTION, FLOOR C94STRUCTIM AND THE UNDERSIDE OF THE RECESS OVERHANG. SPECIFY ANY CURRENT OR FUTURE WALL OBSTRUCTIONS INCLUDING, COLIMS, CONDUIT, PIPES ETC, PLEASE PROVIDE COMPLETE DETAILS OF ALL MATERIALS INCLUDING THEIR SIZES AND LOCATIONS. SECURE TO THE WALL WITH 1/2 -13 TUMBLE TOGGLE NITS. 2 PER LAST ROW HORSE -TOP ONLY , VERIFY WALL IS HOLLOW BLOCK BALCONY HEIGHT RECCESS HEIGHT VERIFY VERIFY UPPER WALL TIE SECURE TO FLOOR WITH THREE 4 3/8 X 3' TITEN HEAVY DUTY SCREW ANCHOR (614238) SEE SHEET 15 %VERIFY FLOUR 1S CONCRETE WAS PRELIM. WALL & FLOOR ATTACHMENTS 5`-2�' AUX. COURT LINE VERIFY 4`0 ' - CLOSED 2' -B' RECESS DEPTH VERIFY GUARD RAILS BY OTHERS SEE SHEET 18 tz=j 12' �..�SC ON�yb ® �� F DUCT O 18' *✓ VERIF _ R. VICTOR .. NOMINAL 34815-00 4 KALAMAZOO TIM CLOSED VIEW � o �`� P O R A L lf fEt 39921-st OSHKOSH VEST NIGH SCHIVIL ww" sKELLER 2 - 25 - 1 0 a" OSHKOSH, VI U nterka l" 7 -10 m�r,� C- 39921AB -S1 DATE N4 LQ% CACT rnpiC CTR«T - VAT ANA7fln MtrHtrbLM 49f16R 24 ` T4 IT� WALL TO FRONT OF STEP 23'- -9T' EXTENDED —5 32 INTERMEDIATE STEP I D 1 7 il 7 L 3 7 3 a c t i 0 G k 1 k 10` INTERKAL SCULPTURED SEAT MODULE CLOSED STEEL REAR RISER � '� POSITION SELF STORING AISLE RAIL (SEE SHEET 15) nn POLYDECK k� 1 , , (� t i k k 10 RISE 1 k 36' SECURE TO FLOOR WITH AISLE 0 Y2' WEDGE ANCHOR BOLTS RECOVERY I XVERIFY FLOOR IS CONCRETEx 48' MINIMUM -t1 f-- 12' SAFETY SWITCH TIE PLATE 12 ROW SIDE ELEVATION - REVERSE FOLD -BANKS 3 & 4- WAS PRELIM, AISLE RECOVERY, ATTACHMENTS REV, T IE PLATE E 8' - 0' POLYDECK BACK PANEL f 1 1, 5 CLOSED 44' FIXED BACK RAIL 10' -9' LAST ROW SEAT g DANIELR.VICTOR� f. f 34815. 006 o KAt Af4RAZ00 0 vo lv1l ta �NALk��o� e' k NOO MINAL CLOSED VIEW LISHKQSH WEST HIGH SCHOOL CISHKDSH, WI CONTINUOUS POLYDECK FILLER I LAST ROW HORSE POST 4x2xllga A500 GRADE B ALTERNATE MOUNTING POSITIIN OF SWAY BRACE 39921 -S3 DRWN JLACE 2 -10 -10 CHKD APVD SCALE SHEET 8 OF 22 26' LAST RJ e0 SPAN 3 -17 -10 DRWN. ONLY AND, 24' 5981 EAST CORK STREET - KALAMAZOO, MICHIGAN 49048 SPAN TIE PLATE 12 ROW SIDE ELEVATION - REVERSE FOLD -BANKS 3 & 4- WAS PRELIM, AISLE RECOVERY, ATTACHMENTS REV, T IE PLATE E 8' - 0' POLYDECK BACK PANEL f 1 1, 5 CLOSED 44' FIXED BACK RAIL 10' -9' LAST ROW SEAT g DANIELR.VICTOR� f. f 34815. 006 o KAt Af4RAZ00 0 vo lv1l ta �NALk��o� e' k NOO MINAL CLOSED VIEW LISHKQSH WEST HIGH SCHOOL CISHKDSH, WI CONTINUOUS POLYDECK FILLER I LAST ROW HORSE POST 4x2xllga A500 GRADE B ALTERNATE MOUNTING POSITIIN OF SWAY BRACE 39921 -S3 DRWN JLACE 2 -10 -10 CHKD APVD SCALE SHEET 8 OF 22 DRG.ND. B- 39921CD -S3 I RJ e0 3 -17 -10 DRWN. CNKD. AND, DATE 5981 EAST CORK STREET - KALAMAZOO, MICHIGAN 49048 DRG.ND. B- 39921CD -S3 CC 5161 OA 5 Lhfor+y !_ . 111s I ,ad 100psf 5eatf'oard, 1�xlk. and Load 120 plf 5�a,r fr,3ad C,,L �rtraV_J :00 !bs ?..ta K rrcl.d _:, "1 Ir �} Ill pif z 1f a lie;i ri 1 - xad, ao CCJ55 P'J' 1 fa u jarclrails ff:ri ,. p:;rp 'tip tap rail; i0 plf 6)a Infill to area) 25 p5f Lward g. l I > d Pii!s 2001E P1,YVSIOX 1`00139>Gei:'C.% hvc p1q, I'':' 32 ". L+,rajc I, r:q o:tire I C -C, pliqved in accordai.c kviti, P5-I_9� FA50tV'5 cap ` cru.x:0 t ensile F�pp {icati�t 5pecificatict� finish 5t�::,�,t1, G I�I�I'A fqp, L1,N,0. 5/'f-Grade 5 Zinc: 120.000 psi lkni)er desiop sl,,af be in accordance with the 2001 Nc6i hw -ricai specificah;ii At swaA braces 5FE - 6rade 8 Ulack Oxide ir0,090 psi for t __ de5irr) of u,ld- formed steel structural members incltsdin i the 2004 supplen ert or approved load test. All %veldinq ;hail 1�c i!i acccrdav_e with AiN5 1913 - 98. hl r. axcl rc5 shall be opalif ied or pr,,-clualified and a!1 weWcrs and .welditx, cpjratas ; 7h be gj;ilified, l-We55 nofed otbcm,15e o dramirg5, afl weldinq sh_41 I,c &ov in the shop. 1I�f 1 KAl i5 certiffed for fusion weldinq of steel bq tkn Canadian Welding (�ureau a,d is clencra ?lu receonized a5 an approved fa'iricatcr. All bolted cwu- - ctic -ls are "13earir,q- ft�pe" The IKI? 4 friction poy. -er 5�5tem is L1. listed under files P160665 and 1;180125. The floor shall be de5ioned ( bq ot4 -r5) to withstand three unfactored loads of 1,000 b5 on 1.5 scpare inches ex spaced Iineadq at V O.C. *cal travel lava& aid blea'. rolliq wcj+ts are available on recuest, t€nfactored wall attachment farces shall be provided on drawings. Wall design shall be k4 ot�r5, MAtF1&5 5ffl, Certified mill test reports 5ha!I be retained bq IKKA fci- all materiJ5 used in fan5tructsan of the bleacher. 19 e5crjption L15e ASTM Spec. ry Fu f5�x2xl�fga( .083 ") Horse Post A500 Grade P 46 58 15 DANIEL. R. VICTOR fA2xIW .120) Morse Post A500 Grade 46 58 15 n 34815 -006 Poll ford ,070" Ga!v, Fiser f3eam A653 tirade 40 40 55 16 e 9 KALA I A2fl0 Fd.1 Formed ,075" Ga'v. 10- Formed 5r, A655 Grade 50 50 65 12 ° 0:1 I?o111'ormed ,D°3" Ga!V. Nosebeam A655 Grade 40 40 55 16 i �� iiiil't►� Stamped and Famed 145c, U.N.O, Ad 011 Grade �O :0 49 25 d / Hot. Palled Shapes Pars A�6 56 58 25 � / Hot Polled 9 Shapes A36 36 58 21 CAS - 0003D .11 "' 18 l .I N T LRKA L BLEACHER SPECIFICA W DEL 2001 COLD FORMED STEEL SPEC, AND CWB CFRT, z t A1011 WAS A570 GRADE 30 REV. PD 06 -03 -09 RJ 5- -15- -08 DR04, CHKD, APVD. DATE it INTERKAL 5981 EAST CORK STREET KALAMAZOO, MICHIGAN 49048 DRWN Jv CHKD DV APVD SCALE 01 -25 -01 01-30 --01 SHEET 9 OF 22 DRG,Idn, 39921 The telescopic seating products supplied by Interkal have been designed for the following loads: DESIGN LOADS: Uniform Live Load 100 lb /f t 488 kg /m Seat & Foot Board Live Load 120 lb /ft 179 kg /m BOCA '99' Table 1606 NFPA 102 '95' Section 5 -2.4.1 SBC '97 Table 1604.1 UBC '97' Table 16 -A X WCBC '08' & IBC '06' Table 1607.1, 29, Note C & ICC 300, 303.2 BOCA '99' Table 1606 Note b NFPA 102 '95' Section 5 -2.42 SBC '97' Table 16043 Note 2 UBC '97' Table 16 -B WCBC 0 08' & IBC '06' Table 1607.1, 29, Note C & ICC 300, 3032 Sway Paralled to Seats 24 lb /ft BOCA '99' Table 1606 Note b 36 kg /m NFPA 102 '95° Section 5 -2.4.3 SBC '97' Table 1604.1 Note 2 UBC '97' Table 16 -B Footnote 3 x WCBC 1 08' & IBC °06' Table 1607.1, 29, Note C & ]CC 300, 3032 Sway Perpendicular to Seats Hand Rails Guard Rails Guard Rail In -Fill Area 10 lb /ft 15 kg /m 200 lb any direction 91 kg or 50 lb /ft any direction 74 kg /m 200 lb any direction 91 kg or 50 plf 74 kg /m 50 lb on 1 sq. ft, 23 kg on 0,0929 sq. m 22 p kg /m Copies of calculations and /or load test are available from INTERKAL upon request Interkal supports the NFPA 101 '03' Section 12.7,10 mandate for annual inspection and maintenance. We strongly recommend a routine maintenance program. ADDED WCBC '08 & IBC '06 BOCA '99 WAS BOCA '96', GUARDRAIL. BREAKDOWN REV. BOCA '99' Table 1606 Note b NFPA 102 '95' Section 5- -2.4,3 SBC '97' Table 1604.1 Note 2 UBC '97' Table 16 -B Footnote 3 x WCBC °08' & IBC '06' Table 1607.1, 29, Note C & ICC 300, 3032 BOCA '99' Section 1606,4 /ASCE 7 NFPA 102 '95' Section 5 -2,4.4 SBC '97° Section 1608.21 UBC '97' Table 16 -B Footnote 11 WCBC '08' & IBC '06' Table 1607.1, 29, Note C & ICC 300, 303.2 BOCA '99' Section 1606.4 /ASCE 7 (50 plf applied any direction along top) NFPA 102 '95' Section 5- -2.4.5 (50 plf applied horizontally with simultaneoos 100 plf down) SBC '97' Section 1608,2.2 (50 plf applied horizontally with simultaneous 100 plf down) UBC '97 Table 16 -B (200 lbs cone. not req'd, 50 plf applied horizontally) WCBC °08° &IBC '06° Table 16071, 29, Note C &ICC 300, 303.2 I 0NgI- ;S BOCA '99' Section 1606.4 /ASCE 7 NFPA 102 '95' Not Applicable SBC '97° Section 1608,2.23 (Requires 200 lbs /91 kg on 1 sq, ft.) x WCBC °08' & IBC '06° Table 1607.1, 29, Note C & ICC 300, 3032 UBC '97° Table 16 -B Footnote 9 R,1 05 -15 -08 DV 08- 27--02 DRWN. CHKD. APVD. DATE DESIGN LOADS AND CODE REFERENCES INTERKAL 5981 EAST C ❑RK STREET KALAMAZ ❑ ❑, MICHIGAN 49003 DANIEL R. VI I't m 398 }5 -006 o KALAMAZOO 4 o MI w. e�P IP /O N A L CAL -CODE LOADS DRwN CLW 01 -19 -99 CHKD APVD SCALE P = V SHEET 10 OF 22 DRGN4. 39921 I 2.00 81° 0.406° DIA, HOLE v 85 2.00 3.00 14 GA,(,083) . 1.44 STEEL HORSE POST 6.05 ASTM A500 Fy - 46 KSI 11 90° 92° Grade B Fu = 58 KSI 7.38 Elong = 157 L �iyv .62 •79 1,56 .64 11 GA,(.120) .070 89 2,00 61 8,125 1,50 ,75 7 3/8" STEEL RISER BEAM TYPICAL HORSE DECK SUPPORT ARM ASTM A653 Fy = 40 KSI 11 ASTM A1011 Fy = 30 KSI 11 Grade 40 Fu = 55 KSI Grade 30 Fu = 49 KSI Elong = 167 Flong = 257 1.31 R.120 2.97 47 0.516` DIA. HOLE J + 11 GA. (,120) TYPICAL STEEL WHEEL CHANNELM ASTM A1011 Fy = 30 KSI Grade 30 Fu = 49 KSI Elong = 257 1.19 11 GA,(.120) 2.00 R,125 1.13 - 0.406 HOLE @ is D.C. � 2,13 TYPICAL STEEL COMBO BRACKET n ASTM A1011 Fy = 30 KSI Grade 30 Fu = 49 KSI Elong = 257 R.125 3,29 TYP, 1.12 NDSEBEAM 4 11 ASTM A653 Fy = 40 KSI Grade 40 Fu = 55 KSI Elong = 167 .75 .075 1.75 812 1.50 0 ,406 HOLF R,075 TYP .344 TYPICAL STEEL SWAY BRACE HORSES NUMBER 3 THRU 9 C8 ASTM A653 Fy = 50 KSI I1 Grade 50 Fu 65 KSI Class 1 Elong = 12Y HORSES 10- USE ANGLE 2,5 x 2.5 x 3/16 ALL ANGLE ASTM A36 90° .63 .094 \ 0,375 k 0.500 VERT, .38 OBROUND ©AN111 R.VICTOR 34815 006 KALAMazo0 m o M I ri , l , ie�� :nun` ALT, USE 11 MAT'L CAL -0001 BS NOTE 1: DEPENDING ON SEATING SURFACE /SURFACES BEING PROVIDED, ALL SECTIONS SHOWN MAY NOT APPLY, NOTE 2: ALL MINIMUM ELONGATIONS LISTED ABOVE ARE FOR A TWO INCH GAGE LENGTH. STRUCTURAL SECTINNS DRWN DV 07 -06 -00 SSM SEATING SURFACE MODEL 2001 C"KD DV 01- -30 -01 APVD 22 " -26" SPAN 11 -112" RISE SCALE SCALE i/4` =1` INTERKAL. SHE 11 of 22 0 11 GA, ASTM A101i WAS ASTM A570 ,RJ .5-15 -08 5981 EAST CORK STREET DRG ND' 39981 BS REV, DESCRIPTION CHKD APVD DATE tt KALAMAZOO, MICHIGAN 49003 85° 1.1311°- �`���� 10 N i�r 81° 0,406' DIA. HOLE .85 - 1 2,00 /� 1,44 90° 6.05 92° R,109 TYP .62 .79 64 070 .89 .61 1.50 1 3/8" STEEL RISER BEAM 1 ASTM A653 Fy = 40 KSI Grade 40 Fu 55 KSI Elong = 16% I 1,31 R,120 0,516 DIA. HOLE 11 GA, (,120) 7.38 --�{ 2.00 3.00 14 GA, (,083) STEEL HORSE POST p ASTM A500 Fy = 46 KSI Grade B Fu = 58 KSI Elong = 15% 1,56 8.125 Fes--- .75 TYP ICAL HORSE DECK SUPPORT ARM ASTM A1011 Fy = 30 KSI Grade 30 Fu = 49 KSI Elong = 257 TYPICAL STEEL WHEEL CHANNEL 6 ASTM A1011 Fy = 30 KSI Grade 30 Fu = 49 KSI Elong = 257 ALT. USE K-2-,-\ MAT'L CAL -- 0001 AS NOTE 11 DEPENDING ON SEATING SURFACE/ SURFACES BEING PROVIDED, ALL SECTIONS SHOWN MAY NOT APPLY, NOTE 2� ALL MINIMUM ELONGATIONS LISTED ABOVE ARE FOR A TWO INCH GAGE LENGTH, 0 , 11 GA. ASTM A1011 WAS ASTM A570 REV. DESCRIPTIHId 1.19 11 GA.(120) li 2,00 8,125 TYPICAL STEEL COMBO BRACKET ASTM AI011 Fy = 30 KSI Grade 30 Fu = 49 KSI Elong = 257 1,13 0,406 HOLE @ 1' D, C. 213 904 R,125 63 3.29 TYP, ,094 0.375 X 0.500 38 VERT, OBROUND . 85° 1.13 1,12 NOSEBEAM ASTM A653 Fy = 40 KSI Grade 40 Fu - 55 KSI Elong = 16% 1.50 75 STEEL SWAY BRACE > ,075 NUMBER 3 THRLJ 10 0 ,406 HOLE 8.075 pqN1 E8 VEC TYP Fy = 50 KSI W .344 1,12 NOSEBEAM ASTM A653 Fy = 40 KSI Grade 40 Fu - 55 KSI Elong = 16% STRUCTURAL SECTIONS SSM SEATING SURFACE MODEL 2001 22 " -26" SPAN 10 -1/4" RISE .RJ 5 -15 -08 INTERKAL 5981 EAST CORK STREET CHKD APVD DATE KALAMAZOO, MICHIGAN 49003 DRWN DV 07 -06 -00 CHKD DV 01- 30-01 APVD SCALE SHEET 12 OF 22 DRG.NB. 39921 AS � SC O NS�yr�i TYPICAL STEEL SWAY BRACE > HORSES NUMBER 3 THRLJ 10 ®� / 7 $ pqN1 E8 VEC ASTM A653 Fy = 50 KSI Grade 50 Fu 65 KSI KALAM rM M� Class 1 Elong = 12' /. -p, ORS IEA36GLE 2,5 x 2,5 x 3/16 A L A ANGLE ASTM t� iIV �[ I t STRUCTURAL SECTIONS SSM SEATING SURFACE MODEL 2001 22 " -26" SPAN 10 -1/4" RISE .RJ 5 -15 -08 INTERKAL 5981 EAST CORK STREET CHKD APVD DATE KALAMAZOO, MICHIGAN 49003 DRWN DV 07 -06 -00 CHKD DV 01- 30-01 APVD SCALE SHEET 12 OF 22 DRG.NB. 39921 AS (n N 0 N 0 z 0 N U X C. ) d Pa q w z 3 Q fV a c U Q Z CC C7 J d U w C� R L7' LJ (L{ 1 fY w cz w / 0 �1 z Q q -Q'D AT > I & 2 LACK S C O N ,FPOF, � � p DANIEL R. VICTOR 48 15 DQS o KALAMAZOO Ir1I �b Al djlo P,lll II3 C 9 3/8 -16 KEPS tA1T 601629 8 3/8 -16 x 3/4 HX FLG HO CAP SCR GR8 (BLACK) 600408 7 3/8 -16 x I Hx FLG HD CAP SCR 6R5 UINC) 534512 6 SWAY BRACE VARIES 5 SWAY COMBO FINAL ASS'Y VARIES 4 HORSE FINAL ASS'Y VARIES 3 COMBO FINAL ASS'Y VARIES 2 RISER BEAM (ROLL FORMED) VARIES 1 NOSE BEAM (ROLL FORMED] VARIES ITEM DESCRIPTION PART NO. CAL -0029 T YPIr'AL FRAME ASSEWL Y FOR TYPICAL ROW �f 22 -26 SPAfV DRWN NESSELS 8 -29 -00 CHKD DVICTDR 1 -30 -01 APVD SCALE ITS o I nt erk a l 5981 EAST CORK STREET - KALAMAZOO, MICHIGAN 49048 SHEET 13 Of 22 D R &N©. B -39921 REV. DRWN. CHKD. APVD. DATE SELF- STDRING AISLE RAIL ASSY 2' BLACK ABRASIVE TREAD TAPE 2' CLEAR ABRASIVE TREAD TAPE MEDIUM GRAY POLYDECK CE14€ER RAIL SOCKET Wxi' PAN HD. PHILIPS p NCITE ALL CUNTINU7S HAND RAILS MADE FROM 1j' x 1j' TUBE STEEL B1Dxl -1/4 PHI IPS TR'SS HD. 0 COMBO BRACKET BllS` O 1�6 5.75' RISERS 7.375' RISERS D 3B' 34' \ SEAT SURFACE NOT i T HDP STEP LND CA SHWN FOR CLARITY NDIE ALL SELF STORING AISLE RAILS ARE MADE FROM 11 GA. x 1j' DIA. TUBE STEEL 311' 16L. TYP. 16 1 372` i 36' Ill' 34' 377• r TYP. 22 THR€I 25 SPAN - RAILS ON EVERY OTHER ROY BE &INNING [IN ROY 2 xx 7Y6 I v r ° SPECIAL HANDRAIL PRVIDED DUE ISWMETRIC VIEW AT CENTER AISLE WAND RAIL TO NUN11Nl1ORHITY OF RISER HEIGHT d SEE BALCONY ACCESS DETAIL ON Q i SHEET 7. (ICE 3DO -02, 405,61) O N r 5 j, a 5 j, DANIEL. R. VICTOR 34815.006 �. KALAM ZOO z I w s 0 IV fit 12111 c M AISLE WAND RAIL DETAIL Lo rn - 11" RISE 24' SPAN - 39921 -S1 AISLE NAND RAIL AND '" RJ 3 -22 INTERMEDIATE STEP DETAIL F AM o SME Lv J ttInte m C_ 39921AB i� REY. 02vN. CWD( OPYA PAT 5981 EAST CORK STREET - KALAMAZOO, I CHIGAN 4904BI E Al 318' 16 3, 8 TAPE �TYP, 8 CENTEk Em d 4120 4" PAN HD. PHIL 0 UN cu M C? z� Q N k CJ [ 3 w �I U Q Pn w CL co rp Q x J x x a xx 22 THRU 26 SPAN - RAILS ON EVERY OTHER ROW BEGINNING ON ROW 2 Xx ISOMETRIC VIEW AT CENTER AISLE HAND RAIL NOTE: ALL HAND RAILS ARE MADE FROM 11 GA, x I" DIA. TUBE STEEL � 1D4" E TYP, 342° TYP, Q NOT LARITY u 12' --12` 12' 5g° C. 51' 58A I DANIEL R.VIC Li T R } 34815 -005 o KALAMAZOO � Pal f� / 0" , Z ff C AISLE HAND RAIL DETAIL 10" RISE 24/' SPAN -- 4 39921—S3 AISLE HAND RAIL AND ➢RWN TSC o6 -16 -05 INTERMEDIATE STEP RETAIL �'��➢ �yy {� APVD 8 AN K<,' " 3 Ai4 b SCALE 8 ADDED NEW SSAR TN 11 -112' & 10 -1/4' RISE DETAILS TSC 11- -10 -05 SKEET 15 of 22 ZL CLEAR TAPE WAS BLACK TSC 06- 16--05 I nte rk a l DRUB, 8 39921CD REV. ➢RWIf. CHK ➢, APV ➢. DATE 5981 EAST CORK STREET — KALAMAZOO, MICHIGAN 49048 w Or'] r C`rnniklr Alrl r HATE 1-11 A SCULPTURE SEAT DECK BOAR STEEL REAR RISEI lom END RAIL DETAIL EM CWD. AMM MTE e � AN EL R.VICTOR ~ r 34815 -008 jft KALAMAZOO � thl 11--112 RISE - 24 SPAN 39921 --S1 DR" RJ 3 -22 -10 END RAIL DETAIL CWD fV (BANKS #1 & #2) tt interkal* wmC-39921AB 991 EAST CORK STREET - KALAHAZOEI,i CHIGAN 49048 n�3° LAST SCULPTURE SE DECK BOARD STEEL REAR RISER TIA('V ne71 FRONT VIEW DETAIL SELF STORING END RAIL 63° 44 1E SIDL VIEW DETAIL @ LAST ROW C O SELF STORING END RAIL DETAIL 10- --114 ;QTSF - P4 `'P4N DANIEL R.VICTOR 34815 006 b KALAMAZ00 0 NA I.!1 a A,��o SELF STL1RINC; END RAIL DETAIL '' !! DRWN RJ 3 -22 -10 CHKD APVD SCALE Int 5981 EAST CORK STREET - KACAMA70D, MICHIGAN 49048 SHEET 17 OF 22 DRGA0. 39921CD REV. DRWM, CHKD, APVD. DATE 0 VALL TIE AT70 -H39 LOCAIM - SEC LETAIL 2 MS SWEi - SEE DVRT FIR ATTAPtI1M FORCE O FILER ATTAEI?r3IT LOCATIM - SEE XTAIL 3 ITOS MI - !E&l RIL AnkJgl7dl PUKE 14/3? Wfll0k" PLYVLWD FILLER IitUM U243 x 6 TL.E TOGaE 2 PER VALL M LI — HE22AI07{ FACE 2 WM VALL TIC SEE Sit£ IATTAM M FORCE PER 0QT1 ELEVATION SEE SHEET 7 SEE FLLRR ATTO-MIT DETAIL 3 WALL & FLOOR ATTACHMENT - FRONT ELEVATION - 2x SCALE - g M-NSIOYS START AT ME OF 3ANX , 1 I o Y e BANK #I M N •p l•l N ��p M Frf 1G l- DIL- kSI@LS START AT EDCI ff 11111 IJ Q a BANK #2 WALL & FLOOR ATTACHMENT LOCATION ml RW RH SC 0 Nsi s DANIEL R_VICTOR 34815.006 o KALAMAZOO b M I ®` fliflatV o EAVT DM SCREV ANL" PARALLEL TO VALL V%W TO WALL 39921-ZUI LOCAILEN UPPER VALL ATTAcwm F08CE A 7J5 Lbs CONCRETE FLOOR ATTACHMENT DETAIL 3 - $x SCALE $ DTI BACK PANEL AISLE RECOVERY LINKAGE - 2/SECTION FIXED TO FLU WITH 3 (651862) 1/2 -13 x 3 - WEDGE ANCHOR I 36 TRAVEL DISTANCE AISLE RECOVERY ANGLES i BOLTED TO FIRST ROW WHEEL CHA1T,"iELS AISLE RECOVERY DETAIL - 4x SCALE - fg UNIT IS SHOWN IN THE CLOSED POSITION. AISLE RECOVERY ANGLE ATTACHMENT DETAIL 3 - 6x SCALE - U9 39921 -ZU2 ,,'440rf ++ 1V n ra a .Xov FLDOR ATTACHMENT LOCATIDRS 1 BANKS #3 & #4 f9 SECURE ANGLE TO 1st RDW HHRSE WHEEL CHANNEL USE WHEEL CHAMEC SPACER TUBE OVER 3/8 -16 x 2 -1/2 HHCS T A WASHER PS IN TO RUN IN SPACER Z A>G BETWEEN ANGLE AND ROLLER SHOVN WITH THE STO? PLATE REHOVED FOR CLARITY WASHER BEHIND HEAD OF EOLT REPLACE WHEEL PINS AND RETAININS Rita AISLE RECOVERY ANGLE ATTACHMENT DETAIL 3 - 6x SCALE - U9 39921 -ZU2 ,,'440rf ++ 1V n ra a .Xov FLDOR ATTACHMENT LOCATIDRS 1 BANKS #3 & #4 f9 BRANCH CIRCUIT PROTECTION BY OTHERS NOT TO EXCEED 15 AMPS 208 -230 VAC 3 0 F NDN- FUSIBLE SAFETY DISCONNECT I I SWITCH BY OTHERS CABLE C �G R W — — CONTACTnR BOX I I AUX LI L2 L3 NC Ai I TI / l2 T3 © A2 I �I :I CIIIIIIIIIII J r R WD G CABLE A I, I I I M I [ I N (GEN4551) GEN592 WIRING DETAILS " Ri 3 -22 -10 I12 HP POR -230 VAC 30 DXD I o 3.30 AM AP -VT (K2) DRIVE UNIT (3 HnTURS) SUE NO SCALE tt interkal' �a 20 CC 22 MR AND MIL C 399RI WH 5981 EAST CORK STREET - KALANAZ[ii}, HICHIGAf1 49046 12 T NC AI C TI TT2 TT3 A2 BRANCH CIRCUIT PROTECTION BY WIRING ARRANUMENT OTr+_RS NDT TO EXCEED 15 ASPS 206 -230 VAC 3 0 NON- FIJSIBLE PENDANT p SAFETY DISCOUN SWITCH p SWITCH BY OTHERS CABLE G CABLE C CABLE E ALARM LIGHT g HIRN PENDANT (OPTIONAL) RECEPTACLE A/H R � J:JNCTIUN BOX AUTO -RESET U.L. PROTECTION PRI 208 -230 VAC GEWR SEC 24 VAC CABLE A I I [ OPEN CLOSE 1 1 PENDANT CABLE E RECEPTACLE I � R E SWITCH G _ ] < G SWITCH B < ..1 E B I B ALARM LIGHT & HORN l I I� (ORTIONAL) CABLE G MOTOR JUNCTION BOX I I HOTS+ I. MOTOR 200- -230 VAC 3 0 2.0 -2.2 FULL LOAD APPS INTERNAL THERMAL OVERLOAD PROTECTION 2, CONTROL CIRCUIT: 24VAC a SAFETY SVITCM € 04 FUSIBLE) 4. OPEN CONTACTOR COIL 5. O CLOSE CONTACTOR COIL REVERSING 1 J J C CONTACTOR V/ XFNR M H H CABLE A A CABLE A - [ OPEN CLOSE 1 1 PENDANT CABLE E RECEPTACLE I � R E SWITCH G _ ] < G SWITCH B < ..1 E B I B ALARM LIGHT & HORN l I I� (ORTIONAL) CABLE G MOTOR JUNCTION BOX I I HOTS+ I. MOTOR 200- -230 VAC 3 0 2.0 -2.2 FULL LOAD APPS INTERNAL THERMAL OVERLOAD PROTECTION 2, CONTROL CIRCUIT: 24VAC a SAFETY SVITCM € 04 FUSIBLE) 4. OPEN CONTACTOR COIL 5. O CLOSE CONTACTOR COIL BRANCH CIRCUIT PROTECTION BY LATHERS NUT TO EXCEED 15 AMPS 208 -230 VAC 3 0 NUN – FUSIBLE SAFETY I I� DISCONNECT I I SWITCH L BY OTHERS CABLE C G R W B — — CONTACTOR BOX I I AUX LI L2 L3 NC Al I Tl TT2 T3 U RA I .. III RWBG CABLE A PR1 208 -230 VAC r, RldQ BRAKH CIRCUIT PROTECTION BY WIRING ARRANGEMENT UTIfRS NOT TU EXCEED 15 AMPS 208 -230 VAC 3 4 N'JN FUSIBLE PENDANT I SAFETY DISCONNECT SVITCH SVITCH BY OTHERS CABLE C 4PENDANI CABLE G ALARM LIGHT !; HORN RECEPTACL (OPTIONAL) A/H NCTION SUK f AUTO –RESET O,L, PROTECTION REVERSING 1 J CONTACTOR V/ XFHR (H H LADLE A CABLE A (M � CABLE A 1 I OPEN CLUSIE PENDANT CABLE E RECEPTACLE I �– R < W PENDANT < – G SWITCH B E . — __ B I B W �J I I, � ALARM LIGHT 8 HORN (OPTIONAL) CABLE G OTOR JUNCTION BOX t- 3 t,a N Q x d l Lt NOTE 1, NOTURt 208 -230 VAC 3 4 2.0-22 FULL LOAD AMPS INTERNAL THERMAL OVERLOAD PROTECTION 2. CONTROL CIRCUIT- MAC 3. 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