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Home My WebLink AboutPlan, Final APPLICANT 1/14/2022 (3)O F DESIGN LOADS: 1. DESIGN LIVE LOADS: 1. BLEACHER DESIGNED TO COMPLY WITH 2019 OREGON DEAD LOAD 6psf. STRUCTURAL SPECIALTY CODE (REF INTERNATIONAL BUILDING LIVE LOAD 100psf. CODE 2018 IBC) AND SUPPLEMENT ICC 300. SEAT & FOOTBOARDS 120psf. 2. ALL STRUCTURAL ALUMINUM TO CONFORM TO ALLOY 6061-T6. SWAY (PERPENDICULAR) X NUMBER OF SEATING ROWS 10PLF 3. STRUCTURAL BOLTS TO BE: SWAY (PARALLEL) X NUMBER OF SEATING ROWS 24PLF HOT -DIP GALVANIZED GR2 *GUARDAI LS/HAND ILS 50plf *OR 200 LB CONCENTRATED LOAD APPLIED TO RAIL AT ANY POINT IN ANY DIRECTION. 2. WIND: V = 102 MPH EXPOSURE- C 3. SEISMIC: SEISMIC USE GROUP III Sds 0.566 g Sd1 0.515 g SITE CLASS D DEFAULT SEISMIC DESIGN CATEGORY D Pg: 11 PSF IMPORTANCE •• 11 HAMLIN MIDDLE SCHOOL • GENERAL• gIl-'ar- ooao� ,1yC/2 o 10 5/6/2021 Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN C j?,UCTUR,q GIN 94113PE OREGON! 2° 9 ,\�• DE��-P� EXPIRATION DATE:12/31/2021) 6'Y'fA.A%RC+iSYYe: i'�t'tii%ffiYd tii+Y:'m: 4Y �YSiY$A4 �+'5�TtJ&Z'i3b'.'Se This drawing is the property of Bleachers International. not be copied, may ,j,�'Vand ■r reproduced, or used for any ■■ i+ ■ purpose withoutthe expressed written consent of Bleachers International. -No ., 0 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN �UCTU1 �'pI sa#WA • ., GATE 37'-9" f f to t OREGON LIGPOLE,HT X\ vvv�� v� > v?V �R �3 , 5/6/2021 ,,` DEL�"R rr\ �� Av Qy� �r�.�h?Jr //r'` tr AYJotyi ,I�AA�, 3 A fXPIR4110ttt DATE: BLEACHER: h° ' v y`` \ �v vCk ✓" i rSEAT COUNT CENTER i ? �`� ^O: ` DESCRIPTION QTY. l \s\9 �/' \ `` \��: \ \ \ LIGE iT \, POLE STADIUM SEATS (22") 517 v rf ` ' /` \ ., r r` ✓ f A ' + / HANDICAP SEATS 6 \ \ y \ \\.\ \ . X ti r ` ��? /` COMPANION SEATS 3 , fi % J ; ; rr ,/ i r / '.y . r ,� STADIUM CHAIR r �? ' TOTAL 529 v 09 ��( a A\ \ ,a �, f. A\may, ,i \ i, '`i r .�� i ,/�/.`tf��``�•r„'''��''r/ `�� `��\� SEAT COUNT TOTAL BUILDING \ \ p�\ 0 -_...-__---- ---_— —__- SEAT COUNT DESCRIPTION QTY. �,. QQ+ \ ,. ' ✓ F r ` i #,✓ V `o..'1 _ SEAT COUNT "A `• 'e,�m FIRST BASE SIDE - THIRD BASE SIDE STADIUM SEATS (22 } 523 - --- \ f /br DESCRIPTION QTY. BENCH SEATS (18 } T 1402 DESCRIPTION QTY. REGULAR SEATS (18") i 943 HANDICAP SEATS 16 REGULAR SEATS (1 _\ 2 HANDICAP SEATS 10 -- - -- - HANDICAP SEATS 409 \\ COMPANION SEATS 16 r/i '/, i` -:, \ba COMPANION SEATS 10 _ - - - - - - COMPANION SEATS 0\ \ . j "s, `� \ TOTAL 9s3 - - \ \ ,/�1 it P TOTAL 1957' TOTAL 459 . x \_ dr - : .'r,e'` ;y /. �•'', �V. /• fi, 'r ri./�\ \X°'?° ��.. cz�.� an:s¢asv sur ^�-ert�vwr�esa �vma+.z.�axr�.c.aw m mvrc�v;,^�mas sase�..�*reunsr Cti6a k F'+#L'Y.. :'X'vl...^'.@_Tll 3ifti'u`vY'i '&'TM�1eR •._.5 -••'^ N HAMLIN MIDDLE SCHOOL ro SPRINGFIELD, OR `� "" 8 This drawing is the property of Bleachers International. z TYPE and may not be copied, o reproduced, or used for an Q T X D L purpose withoutthe expres ed PLAN VIEW E Y Y written consent of Bleachers M International. Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN GATE T-6" DRAIN i x 1'-9 9116" Ij Z-3- 2'-3.. bt Co 0 ,L �'" \REGON °oA_ % y�r� w �. SPECIAL BAY �/� �. rte. D e J 5/6/202 ' t , r '•�A �� tPIRAT10N DATE: 12/31i20211 ELECTRICAL PANEL 2 X3ts �£.-4Rd 9Yu.}vy'2 +x&"�Sit ?A :fffi.S�.G A3di83.3SAn1"SYwa 9fikt .vAPo6rdNgCL ZTdiA'*:aK'. N HAMLIN MIDDLE SCHOOL 2YTR^' n XAC _a: .EYdXR+ C' 4mffi.x SPRINGFIELD, ORi C—e This drawing is the property 4 of Bleachers International. C , g �a and may not be copied, PE p �a reproduced, or used for any " m ��[11 Ct � L � � � � � purpose withoutthe expressed T O F RAM I N G writInternational.ensent of Bleachers Larsen Engin rind Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN _i CM 8,_0" ORE 2° � tg�, ER I RAT15N- DATE:12/31 /2021 0 516/2021 r k` r 2'-0" co{ j i ALUMINUM UNDERSTRUCTURE ;OUT BLEACHER SIDE VIEW 2' ALUMINUM UNDERSTRUCTURE 6-0" CANTILEVER )E VIEW _ 8'-0" t 23'-10 1/4" CANTILEVER ALUMINUM UNDERSTRUCTURE ALUMINUM UNDERSTRUCTURE 37'-2 7/16" 2T-10 7/8" CMU WALL SIDE VIEW UNDERSTRUCTURE 39'-10 1/4" C3� A6HiK4+YL^Y^.Y9Fii+sZMRflL ."^SWE434 ISPN c4Y5. 58^SM+ Ch'vS ZAY2fi&4il �5s. 2 y3¢Sk 2# . Y+&^# y ^AYiR*SS@.eiB"vu"^-e^.garvR"4 2A,Cir^S5'.99$u'.'+!S 'dSi4W MrvY4^34k .*�Pv622vs6 ..Yiu:.WIlY _T— iHAMLI N MIDDLE SCHOOL fit' - 3Yi `�i3_�hY�'�n C'A '6t.f2` XS24'%��...YMHdY xLh'essY" ns.„�II4 4 S[ C— o SPRINGFIELD, OR TYPE, v w m ti� D Xn SECTION VIEW in''ernationai Th —{ m v This drawing is the property of Bleachers International. and may not be copied, reproduced, or used for any purpose withoutthe expressed written consent of Bleachers International. f T == 8,_0" ORE 2° � tg�, ER I RAT15N- DATE:12/31 /2021 0 516/2021 r k` r 2'-0" co{ j i ALUMINUM UNDERSTRUCTURE ;OUT BLEACHER SIDE VIEW 2' ALUMINUM UNDERSTRUCTURE 6-0" CANTILEVER )E VIEW _ 8'-0" t 23'-10 1/4" CANTILEVER ALUMINUM UNDERSTRUCTURE ALUMINUM UNDERSTRUCTURE 37'-2 7/16" 2T-10 7/8" CMU WALL SIDE VIEW UNDERSTRUCTURE 39'-10 1/4" C3� A6HiK4+YL^Y^.Y9Fii+sZMRflL ."^SWE434 ISPN c4Y5. 58^SM+ Ch'vS ZAY2fi&4il �5s. 2 y3¢Sk 2# . Y+&^# y ^AYiR*SS@.eiB"vu"^-e^.garvR"4 2A,Cir^S5'.99$u'.'+!S 'dSi4W MrvY4^34k .*�Pv622vs6 ..Yiu:.WIlY _T— iHAMLI N MIDDLE SCHOOL fit' - 3Yi `�i3_�hY�'�n C'A '6t.f2` XS24'%��...YMHdY xLh'essY" ns.„�II4 4 S[ C— o SPRINGFIELD, OR TYPE, v w m ti� D Xn SECTION VIEW in''ernationai Th —{ m v This drawing is the property of Bleachers International. and may not be copied, reproduced, or used for any purpose withoutthe expressed written consent of Bleachers International. Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN 2 2 2 PRO fiF l cm 3\\ 2 - 1 10 ' 94113PE { -- - 7 TYP i F 4 3 �l8-011 .r" ALUMINUM UNDERSTRUCTURE HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR TYPE SECTION VIEW ALUMINUM if 37'-2 7/16" 4-- 5 - BOLTED -\~ 3/5 2/5 CONNECTION 5 TYP 7 FOR REAR FRAMES ONLY 51-6'1 1 3 TYP. 41-5" 3 3 - 3 5TYP - 41-5" y CMU WALL E MATERIAL L1 5"X1.5'V/ ' ALUMINUM LZ X2"X316" ALUMINUM L3"XZV3 6" ALUMINUM C4X1.85 ALUMINUM 3i$"f1�X2 3/a' EMBED HILTI KWIK BOLT -TZ L3"X2"I/4" ALUMINUM T2" X 3-12" EMBED HILTI KWIK BOLT -TZ 1TiPs9S�N4'�RY'.�3.^3@�^ fvTS. .F :+�6!'E �+?2AiRAnA.AePni8AY54Z".�tA�'.3 3YT.Y3. ^'^"^^ !{aP 2diTd&iYyS+3t3F' 3 Sv"Z+.s*u"CfFi^.L^6M'tF�BY'b+"R-.Rd.^XA C+'Ja:�6333}.4T4 A1Yu�3w'^s33�`.2+34fiK Yn"Rlbn# S+w4,.45r5Y%'RS�tiYfix`. �i696 fi£4'+�x G@4a4{&i'.A w ,=mr •.�. •3 my ;:.w 'n i E 1/5 This drawing is the property of Bleachers International. and may not be copied, reproduced, or used for any purpose withoutthe expressed written consent of Bleachers International. %1/6` BOLTED 2,�'" CONNECTION 3 TYP. 2 1 12N, N \vA k— N 'cr 3 3 co 5 TYP ' �.tRUCTUR,41 D PRo INEF9 <S, . 9411 3PE OREGON ER A'r6 EXPIRATION DATE: 12/31/20,21 i 2/6 5 TYP 41-211 3 3/6 .' 3 TYP 2 5 TYP 8'-2" 2 C N N C" 00 1 3 20-53/4" 4/6 2'-4" +- \ 2 3 5 TYP KW 5/6/2021 Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN '2/6; ""'` UNDERSTRUCTURE DUGOUT BLEACHER SIDE VIEW ifl \5/6 3J 5TYP 2'-5 3/4" kNTILEVER !416; c� 3 5 TYP ITEM 1 5 6/6'' 2 8'-2" L2"X2"X3i6' ALUMINUM L3"X211X376" ALUMINUM C4X1.85 ALUMINUM 3%"OX2 3i4" EMBED HILTI KWIK BOLT -TZ L3"X2"X14' ALUMINUM }z" X V% EMBED HILTI KWIK BOLT -TZ C5X2.32 2 a' N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR o TYPE O SECTION VIEW �M 0 ""'` UNDERSTRUCTURE DUGOUT BLEACHER SIDE VIEW ifl \5/6 3J 5TYP 2'-5 3/4" kNTILEVER !416; c� 3 5 TYP ITEM 1 5 6/6'' 2 8'-2" L2"X2"X3i6' ALUMINUM L3"X211X376" ALUMINUM C4X1.85 ALUMINUM 3%"OX2 3i4" EMBED HILTI KWIK BOLT -TZ L3"X2"X14' ALUMINUM }z" X V% EMBED HILTI KWIK BOLT -TZ C5X2.32 2 .`@3N:'.. RMu R^4 S, t✓niw: 'tie xiCph#Li 4 x This drawing is the property �, �, � ,;•s of Bleachers International. and may not be copied, ■� nt reproduced, or used for any L !!! purpose withoutthe expressed written consent of Bleachers International. N d- M 3 1 L 1.5"X1.5X3/16" ALUMINUM 4 5 3- 3 2 2 C4X1.5X3j16" ALUMINUM 3 8110X2 3.411 EMBED HILTI KWIK BOLT -TZ 3 TYP. 2 t t 2 2 3 5TYP DUGOUT BLEACHER SIDE VIEW Lars®n 5/6/2021 Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN 3-` 1 3 3- 1 C,1pUCTUF?.4 D PR 0Fe �G1 94 13P �r OREGON 20 dfi F'yBER 13 DELI-P� EXPIRATION DATE: 12/31/20211 2 2 WALKWAY NEXT TO DUGOUT 00 N .. *Racnxacros�-xms�s^:xrhrua �-a�ssr .xcn.nursa-seanm wasc.�a�+a�.-mesram: sasseaessn:,.:am-a�'.s arco-xx�aw©^se-rear- s'sca a n'a.xxxscx-sr vxz�- xza�s>s cam'=.t. csaaruxa.am�rmr �s ezt�'. ., s �qro �atAx .Zn`F3S '4 N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR C- o TYPE M SECTION VIEW �a Lars®n 5/6/2021 Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN 3-` 1 3 3- 1 C,1pUCTUF?.4 D PR 0Fe �G1 94 13P �r OREGON 20 dfi F'yBER 13 DELI-P� EXPIRATION DATE: 12/31/20211 2 2 WALKWAY NEXT TO DUGOUT 00 N .. *Racnxacros�-xms�s^:xrhrua �-a�ssr .xcn.nursa-seanm wasc.�a�+a�.-mesram: sasseaessn:,.:am-a�'.s arco-xx�aw©^se-rear- s'sca a n'a.xxxscx-sr vxz�- xza�s>s cam'=.t. csaaruxa.am�rmr �s ezt�'. ., s �qro �atAx .Zn`F3S This drawing is the property of Bleachers International. and may not be copied, m e n t i o n ar t reproduced, or used for any purpose withoutthe expressed written consent of Bleachers International. 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN .(p,UCTU&A i ,gyp PRt?x�S , ItV,�R'.� Qt E3ON ©E% 5/6/2021 / �� =. X JJ OP1 0 DATE: 1 2/22 /2021 J EXISTING /,/ B MINIMUM CONCRETE SLA ; a 16622.39 SQ FT /�'>i' =%, : �O /' '/ '� MINIMUN 6" THINK AND\��'� �� Via/ MINIMUN f c_-3500 PSI 0 \ ,7 7-� , F e v \s 'y 4a' ✓\\ v /• tf ,v/-r%�% v ,/i/\ - �%`1, r i y'✓� , \% Fdr v \ :.` \`� \ �! `\ i�: `� \\ \ ':. q ; F y E % ; i 4 ( \� eu„SePid$.. �ID%YdGMtASCi � PF$wt'.4�2Y�AYHIAY2Ev'SCffi �i✓2�' 'C '"32L"t HI�Y'Vrsli+]2' AhMa`S ^ T2 `4k£P9.'44Rflk'k VIII @ 4t4`RnF:A 'i%'# u�i�'4s'YNkTC'SF�b�"#. a�.�YS'3 �^Z3FYC@5'9a5&Gx3 N.Y)� �^i FP$LTk^. Crii"L 3YCf'3'R�A'lfi tSdY u�i 3i 'fi`. ¢'+M..Y4a+W.LW R4:.^iaN.}Y£4 A+XwV`d5b .: 'ASCa� k=�ihT+`ds'#mYMCWkz%cd'$ Y�V'ai�4"iB �NSh�4 Y.tiGt "*n <%fekA NiY��TY. hSmY%mak. m^.i4M.' X29S3u25c4Y �A*^•Y�Po4�LMSTMi_G£5 i�Yn.'¢'b£M ^�.� 00 N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR g This drawing is the property �S 5 S � �� C- o r s of Bleachers International. W TYPE PE and may not be copied, z C+nCL reproduced, or used for any o n �/ purpose withoutthe expressed O rmi F O U N DATION written consent of Bleachers m International. 2. BOLT ALL CROSSBRACE ANGLES OF EQUAL LENGTH TOGETHER IN PAIRS, USING 318" X 1 1/4" CAP SCREWS W/NUT THROUGH THE CENTER HOLES. 3/8"x1 1/4" A307 GALV CAP SCREW WINUT 1. USING THE LAYOUT DRAWING, LAY 3. START STANDING UP THE OUT THE FRAMES WITH THE FRONTS FRAMES AND INSTALLING THE ALIGNED. THE FRAMES SHOULD BE CROSSBRACES AS PER THE ON LEVEL GROUND @ 6'-0" C/C. LAYOUT DRAWING FOR ALL CONNECTIONS. 1 OSS BRACING INSTALLATION RAILS INSTALL ON THE OUTSIDE OF RAIL RISERS 3/8"x1 1/4" A307 GALV CAP SCREW W/NUT 5 IL RISER INSTALLATION SET THE SIDE RAIL RISER ON THE SEAT & TREAD PLANKS (ON ROW TO INSTALL) WITH THE LIP OF THE HORIZONTAL ANGLES AGAINST THE OUTSIDE LIP OF THE END CAPS. MARK THE LOCATIONS OF THE HOLES, MAKING SURE THE HOLES WILL CLEAR THE VERTICAL MEMBERS OF THE PLANK AND THAT WHEN COMPLETE, THE RISER WILL BE SQUARE WITH THE STAND. DRILL THE HOLES WITH A 7/16" DRILL BIT AND BOLT INTO PLACE WITH 3/8"x 1 114" CAP SCREWS W/NUTS- Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN INSTALL 1.6670 ALUM. RAILING TO THE INSIDE OF THE RAIL RISER WITH GALV PIPE CLAMPS, 318" x 1 1/4" A307 GALV. CARRIAGE SCREWS W/NUTS SECURE THE BACK RAIL RISER TO THE BACK OF STAND W/(2) EA. 3/8"x1 114" A307 GALV CAP SCREW W/NUT 6 RISER IL INSTALLATION 01.66"PIPE ALUMINUM ANODIZED BEND PIPE CjVkUCTUR.� PRO GIN s, 941.3PE , 10 ROW FOOTBOARD HOLD Ddffi&Ff4 5/16"x1" A307 GALV CARRIAGE 'A C3 6L;ntw OREGON �p v 5/16" GALV FLANGE NUT TYP. c4� �%SER AS �� 5/6/2021 DEI EXPIRATION DATE: 12/31i2021 N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR O 0 9 o TYPE TO INSTALLATION DETAILS —1 A TYP. TREAD, RISER & SEAT CONNECTION HOLD DOWN CLIP 5/16"x1" A307 GALV CARRIAGE SCREW 5/16" STRUCTURAL GALVANIZED BOLTS (GRADE 5) GALV FLANGE NUT M-51111110110in-, 116111 1. INSERT THE TWIN JOINT SLEEVES APPROXIMATELY HALFWAY INTO THE PLANK, STAGGERED 1/2"t. 2. ANCHOR WITH TEK 2 SCREWS 8 OR 3/16" POP RIVETS (WHICHEVER IS INCLUDED). 3. SLIDE THE END OF THE NEXT PLANK OVER THE TWIN JOINT SLEEVES UNTIL THE PLANKS ARE SNUG AGAINST EACH OTHER. DO NOT ANCHOR THIS SECOND PLANK 3 Ll PLANK SPLICE TO THE TWIN JOINTS. SLEEVE INSTALLATION •• & BOTTOM 0 ANOD. •- & BOTTOM 48" 9 GA BLACK VINYL CHAIN LINK FENCE TYP @ SIDES7\ SIDE RAIL RISER-\ SWIVEL :• j 0i * t, :* 1•, 4rir i GALV PIPE CLAM i I?, * 4 irk (CUT T• • I.ISS 0 112*4N, N • 1 Z1a1�4R110 1-1/4" SCH 40 ANOD. ALUM. PIPE (1.66"0 O.D.) HOLD DOWN CLIP X 4 5/16"x1"A307 GALV CARRIAGE SCREW 5/16" GALV FLANGE NUT TYP. SWIVEL ELBOW— GALV PIPE 6 YP) SIDE FENCE INSTALLATION L2x2x3/16" BACK CORNER ANGLE (1) EA SIDE 9 P) BACK FENCE INSTALLATION vjLATION CAP INSTALLATION GALV PIPE CLAMP BACK RAIL RISER 42" 9 GA GALV CHAIN LINK FENCE @ BACK 42" TENSION BAR (FOR BACK FENCE) BAR CLAMP 3/8"x1 1/4" A307 GALV CARRIAGE SCREW W/NUT 1 PLATFORM A A ALUMN. PIPE � 5 J.i(4) Y16" CARRIAGE BOLTS i-YX3"X $" STAIR FRAME SCREW TO 10 ROW FOOT BOARD AS WELL AS PB PLATFORM PLANKS X 3" X 1/4" 1 1/2" X 1 1/2" X 3/16" 01 _.. =-- Y4" - y" ALUMN. > .(2) L%'x1j2"x3/j6' ALUM. BACKER ANGLES 11 IL CONNECTION 7 SECTION A -A d 1. LOCATE THE CHANNEL END CAP AS SHOWN. WITH THE WIDER FLANGE ON THE BOTTOM. 2. TAP THE CHANNEL END CAP INTO PLACE WITH A RUBBER MALLET. 3. MECHANICALLY FASTEN W/(2) TEK 2 SCREWS THRU BOTTOM OF END CAP THRU BOTTOM OF PLANK. LJ ,\G �/j6 a- :nii TYP. BLEACHER FRAME SEE BLEACEHR PLAN 78 - 01 MU%, i UMML GALVANIZED BOLTS (GRADE 5) ANGLE CONNECTION FRAME TO FRAME t�.. '3.!u�SAS4.._ .. ifi_a Tri /3�6JrffiKffi.: ,v4': T2YH.zx^3A:2Yc63..'\YS:Miir Azx�.�nARwT'.l.YTZ'+`SR3&9a' !lSt�.'!RaL..�C.3i8 4i@ _'yy. .'d'eY_2 YVEt0. i�21..��b'<.5#SAGx`mM Y.S"v'2rtYm �StWNA.-64'.}Y+ e�14n3CY�dSi}•seyud ut4'Ym'sA6il d5"SSFAYN.w?3 F.0 This drawing is the property of Bleachers International. and may not be copied, A. 'r ay� � o n aw In reproduced, or used for any purpose withoutthe expressed written consent of Bleachers International. c1 7 of rn" 5'-6" 6-2 5/16" CLEAR 41-811 ANODIZED ALUM. HANDRAIL TYP. L3"X3"X j ' ALUM.ANGLE O ih 1 co 2X6 ALUM. TOEBOARD TYP. L3"X3"X316", ALUM. 2 NP RAMP SECTION � (TYP) RAMP DETAIL ALUM.ANGLE TYP. ALUM.ANGLE TYP. 4 EQUAL RUNS @1'-01' =41-011 F PIPE 1 •, 0 1 09GTT' 3 (TYP) STAIR FRAME Of W U) Q J 11 C3 W LO L C cpUCTURA` D PRoF'6 5/6/2021 ��GINEIP /fly�f 94113P ^A 0A ✓ 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN OREGON 20 o ER'\g o• D EO -P EXPIRATION DATE: 12/31/20211 N HAMLIN MIDDLE SCHOOL y Sk BY . _ Tides A A}¢}Y:+rcIIF SPRINGFIELD, OR .a This drawing is the property L o �. � � 'nal. t =r a and may not be copied, TYPE written reproduced, or used for any n r 1 U n purpose n consent of Bleachers EGRESS DETAILS m International.