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DENOTES CFI V ��' ANCHOR LOCATION /�• F.I.F ELEV ® SEE PAGE 9 FOR DETAILS DENOTES JUL 6 78'(2.Sa) AND NOTE 6170N COVER ANCHOR LOCATION 2020 3y4'(INSIDENNSIDE) �z1Jq•THK ANGLE xB yq• PAGE SEE PAGE 9 FOR DETAILS ,'6'MIS LEVEL 12 Ii ' PAND AGE NOTE 017 ON COVER I1 lit Ei.3 � I i_ Fa CITY OF TIGARDmP) _ a ILSV 4'a.,D'a' !_ BUILDING �LANDING RAMP SECTION _ 4-0"x10-0" II DIVISION 'I'IZ___ II. v I _ RAMP SECTIONI 4-0'z10-0' ( ) �'� C: _���—.� 1II!I/ 1Fi Z RAMP SECTION ELEV-1 0'-0 0.00' ui li __ RAMP DOWN(1:12 MAX.) •../ rl w O '_'�t�t�l!i!i'I'- Z 'c61 L.)sJ iini I ~ w LANDING (.,zi LOWER END HOOP C)La VP 4R1007__ JJIIiii.iJtIiii.� O 0 Ems C,_____._ /FINISHED GRADE TIE DOWN PLAN --- _ _ d S(:AI.F.3.IS" I'-��' WALKING SURFACE En C TIE-DOWN DESIGN LOADS: VERTICAL PICKET GUARDRAIL Q WIND LOAD:180 MPH 1/4"THK TRANSITION PLATE 1 1?x 6'AND 8'ALUM.DECK W/SLIP RESISTANT SURFACE EXPOSURE CATEGORY:C NOTE: NO OPENING WILL ALLOW A 4'SPHERE TO PASS THROUGH_ RISK CATEGORY:II _-- SJ a-D END OF RAMP VIEW O. o mo GENERAL NOTES: U1""I'I"".t"III""' """III' LEVEL ZII��II•II�IIIIIII --__ a-0 mp b UiIIiiIiI1b111111 , AL rv^I 4 .��. ""'lll" 'lltll I. UMINUM RAMP,LANDING AND STAIR SECTIONS SHALL BE A RIGID,FREE-SPAN DESIGN.nimmi I—�L �� 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THEUALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES.3.ALUMINUM CONSTRUCTION USING THE ADDS SERIES ALUMINUM ALLOYS.STRUCTURAL W m__ - TO BE 6061-Tb,IATION b AND ICAT TSAL ND GU ALLOY, MEMBERSSb4.ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. 0. ___ 5.WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS II1.2-97 GAS METAL ARC WELDING(GNAW) 1 M I I I b.ALL FASTENERS TO BE 18-8(SERIES 30a)STAINLESS STEEL LMLESS OTHERWISE NOTED. o I��.� I 7.LANDING,RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FORA 100PSF LIVE LOAD, Z E 8.LANDING AND RAMP WALKING SURFACES SHALL BE DESIGN _ O A. VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER AI 12 x12 R AREA.ISTAIRTREADS SHALL ...I AlEk ® ® Id BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A a INCH o Mir ® AREA. a F dell 9. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS OTHERWISE P. SPECIFIED.(34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKETcr ELEVATION PLAN © RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR a iQ SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL.) a o ELEVATION PLAN 10.HANNDDRAIL APPLIED IN ASSEMBLIES SSE BLDIRECT D UA GUARDRAILS HE SHALL L OF L BE HBE RAIL TO RESIST A LOAD OF 50 PLF J SCn1.15:;v>• I`-o• 11.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE 5/w 3 ya•MAX.(INSIDE/INSIDE) CONCENTRATED LOAD OF 250 CBS,APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE 0 . 5J TOP OF THE RAIL, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LL Z _ SEE NOTE BLDG.SIDE 2zsx1/B' LOADS SPECIFIED IN THE PRECIDING PARAGRAPH. O e w o URS DECK ANGLE • 12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS),BALUSTERS AND PANEL FILLERS �� , f^i SHALL BE ➢ESIGNED TO WITHSTAND A NpRI20NTALLY APPLIED NORMAL50 LBS ON SUP RESISTANT SURFACE / — 13GUADRAIL F ANY SYSTEMS SHALLBE DESIGNED SO THAT A 4(FOUR)INCHTVEEN RAILS. 1 I I l/2k710093• �76' LANDINGS o 14. DECKSURFACE E SHALL BEFSLIP RESISTANT, OPENINGS AND SPACELOADOF SELF MA0 1-BEAM, SELF-MATING DESIGN.J EXTRUDED ALUMINUM DECKING WITH A TRIPLE �(O I ! n --- SNAP CHANNEL 15.ALL SURFACES, �4 n (NOTE. BEEF MATING CHANNEL W/CLO6URE MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH ANDFREE NO OPENING WILL ALLOW qq' TzP OF • •ING SHARP OR JAGGED EDGES. FROM �� 111111111 SPHERE TO PASS THROUGH. '.THRESHOLD 16.ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF II I__— ---- EXISTING CONDITIONS. (n fi W P' M' ALL OTHER @ EA.LE 1 LANDING 8 I. L IIIIIIIIIIINMIIIIIIIIIIIk', WALKING MILS SIMILIAR G` L 1R"�TYp. ,/g• CORNERS \ 10@EA.RIB IT-. O 112(5)BLOPE RAMP SECTION a. SJ" SURFACE 7z5'xt/8' RAMAP� (HANDRAIL NOTINSTALLED) SELF-MATING CHANNEL ,Fl EVAT--_ PRESSURE TREATED WOOD PROPRIETARY HINGE EXTRUSION PLAN VIEW 1'z3'zt/8"RECT. BLOCKS(EVERY 18'TO 24'O.C. TOP OF DECK (BANE WIDTH AS RAMP) ALUM TUBE STRINGER. j N Ach 4"LANDING RAIL —— _ TOP OF WORM 5'-4"S• LANDING DECK ©+ SCALE:1 I4' I'U" 1 7/16'zl"zi5/16'zt/8' ler.)4ALF'I I!?" I'.0' - WALL RECT.ALUM •,q, DIFFERENT • TYPES OF ATTACHMENT: ` TUBE VERTICAL POSTS •�� 1.)FOR ATTACHMENT LIGHT GAUGE METAL JOIST THROUGH BOLT WITH 5/16`DIA. Iliikiw URS CHANNEL HEX-HEAD BOLT.FIAT WASHER.8 5/16'NUT(12'O.C.MAX). Q #1gxy4•LS SELF 7zSzy16' 2.)FOR ATTACHMENT TO WOOD:S/iS DIA.HE%-HEAD LAG SCREWS(170.C.MA%) `/' DRILLING PAN HEAD SCMAX)REW it• (EA SIDE) 3.)FOR ATTACHMENT CEMENT:3/8°DIA HEX.HEAD SLEEVE ANCHORS.(12'O.C.MAX.) //d" 12" EA.RIB 1/8' 22 122 D ISO((�i RAMP TO LANDING //� B D&,2 �! "' RAMP W/RAILING CONNECTOR �/J DTAIR TO IANt)INcS G' �T SC.41.L:i- 1'-r� rp RAMP TO RAIL CONNECTION CONNECTION ©VW ; k ICY SCALE:112"-1'-0" - 1/4'Siy4'SELF -^/ DRILLING HEX HEAD v SCREWS Z ^ r i STAIR STRINGER DETAIL AM RAMP TO LANDING CONNECTION 1 L St SLIP-RESISTANT STAIR TREAD ©SCALI t 11' O L J - 7xt!'z 1A,'ALUM TUBE SCALE:3'=1'qY I __.. _.. -. O r eIBC,5TH EDITION Bois SUPP U w L_ (TYPIcaU lj 7i,,5/,5 f.(MIPIIANfF SGTEIENT: cGL -- CROSS SECTION I I.-_, •xat 180 MPH(H1HZ) URS CHANNEL 2.;i 161„105,JI' Q w 2"x 5"41/8' } _ _t/� 3,:i p:,si r,-;•D S xMaRa WPM'200 PS Q Z m I DETAIL SELF l 2)(ALUM � 4.1;[�;�11;i[9.N, 100 P¢ EACH CHANtJEL W!125' /` OCCVRANCE f_2 SCALE.INTS STAIR URS HINGE RADIUS EDGES ®g EXTRUDED SLIP-RESISTANT , DESIGN CRITERIA a ti 1/4'X xEA LG SELF ' •A _- CI- COMPLIANCE$TAlEIENT: U Q C ALUMINUM STAIR TREAD(TYPICAL) (' i'-fi"LONG z.5/8" II �J G _ DRILLING HEX HEAD SCREW _ , TIE-DOWN EARTH" 1,/4"x0 035" ( 7j TOP OF J i/S DOUBLE HELIX GROUND ABTM CERi1F EDI 8FLORIDA ACTION LL770E,61H MOON(2017) Ce Q EACH\ ANCHOR WITHFLORIDA cax.8D1 Ed710N /LxLJ OCCURANCE/ RAMP DECKSTAKE-kW 1 2015 EPCOT BUONG / AND SBEHIND ANCHOR CODE W E 6�� tA1"V 1'-12' 1 15116'Ul 7/169A/0" BEHIND ANCHOR 2015 EPCOT ACCEB&UTl• W�2016 AMP /A ALUMINUM TUBE V J -EACH VERTICAL LEG "�' r- RAIL MOUNTING POCKET F- — (EVERYTREAD) 8 ,1, 11 2'x7x1/8'TUBE _-1 Q /\J 49 jiiih1: 1/8' ,1M CONSULTING ENGINEER - ��„s 1l4'x3/4'H.H. ELF I I I !1 EACH 6 DRILLING SCREWS(TYP) j JULIO ING EGOBO C•J OCCURANCE ,re"I 2 12 7'8'O.C.MIN. FLORIDA PE#38T69 ,!8' 1/P@EVERY RIB RISER PLATE ©RAMP TO RAIL CONNECTION ©TIE DOWN EARTH ANCHOR LT N DATE 8"z,A)'THK DATE: 01-OS2018 v SCALP 11:2: �:�t. v SCALE-t I.", 1.�1.. DRAWN: R.L.G • JO8#: RT-WS-C SHEET NO. za5--1ccumt RAM6F9pJ•Co. R S—1 • DENOTES 0' ANCHOR F.Lf EEV SEE PAGEBFOR DETAILS 7S(2.5a) ANCHO LOCATION COVER DENOTES RECEIVED 9. PAGE SEEAN HOR 9FORD 334'(MISIDEANSIDE) 7/r THK ANGLE z83/C SEE PAGE 9 FOR DETAILS GED OTE/LION COVER ,'S MINLEVEL ,2 Ji,:.© U 1'{Tw 1a4 ii _ JUL162020 -1;=—�LANDING RAMP SECTION - ' �I��_�RAMP SECTION ELEV-1 I',' __ C�:���� �� I'I'I�RAMP SECT ON TYOF TIGARD ' `'rl l_1111i I7 RAMPDN{i,2 , Z Lk I' IEM NjDING 4R7007 R h I'I'I'ILOVERENDHOOPgo __ �� C 7- 1 ,VTIE DOWN PLAN ----- —� �— /FIMSHED GRADE u SC'Al E:3-1F"-1'-0' WALKING SURFACE TIE-DOWN DESIGN LOADS: VERTICAL PICKET GUARDRAIL WIND LOAD:,BO MPH Ur THE TRANSITION PLATE 1_,I 1 1(Ix 6'AND B'ALUM.DECK W/$LIP RESISTANT SURFACE EXPOSURE CATEOORV:C RISK CATEGORY:11 NO OPENING WILL ALLOW A 4.SPHERE TO PASS THROUGH I I a0 Ark END OF RAMP VIEW Q mI ! illlilililllllllllilllllilllllllllllllllllllllllllll _ LPL illl gin 81 ^� '°� GENERAL NOTES: ZI � ��IIIIII�IIIIIIIII IL RP) II���►��;I IIIIIIIIIIIIIIIIII I " 1.ALUMINUM RAMP,LANDING AND STAIR SECTIONS SHALL E A RIGID,FREE-SPAN DESIGN. Za �II�IIIIIIIIIIIIIUIIIIIIIIIIIII III �'� I \ \� 2.DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION DF THE coi('.ram'=_._���IIIIiII��i��illl_IIII �IIlliksiwi 3.• II I_Illl��lllllllilllllllll�iALUMINUMASSOCIATION SPECIFICATIONS ANDGUIDELINES FOR ALUMINUMSTRUCTURES, 6"I_� iii .+ ALUMINUMCONSTRUCTIw•1USINGTN6000SERIESALLIMINIRfALLOYS.STRUCTURALMEMBER$ 'I,i� r'��I�I I I f b e -111111111111:"..*Il TD BE 6061-T6, 6063-T6 AND 6005-TSALUMINUM ALLOY. � ar. riI 4 ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. �� �I—�'`I�.� +•+ (;, b 5.WELDING SHALL BE IN ACCORDANCE WITH ANSI/AVS DI.2-97 GAS METAL ARC WELDING(GNAW) s —fin • n 6.7.ALL LANDING, FASTENERS, NO BE 1IR (SERIESIO 304)STAINLESS STEEL UNLESS OTHERWISE LOAD. Z Op 0 8.LANDING ANDAMPDWALKING SURF CESS�SHAE LL BE ENGINEERED BE DESIGNED FORRA MINIMUM LIVE CONCENTRATEDI 7� O Q VERTICAL LOAD OF 300 LBS APPLIED EVE1$Y OVER A 12•x12' AREA.STAIR TREADS SHALL _I ® AREA•ESIGND Apo VITHSTgND A MINIMUM CONCENTRATED LOAD D<30D LHS OVER A 4 INCH Cl... ilk 9.RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINIMUM HEIGHT UNLESS OTHERWISE ~ up SPECIFIED.(34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKETre m ELEVATION PLAN © SYSTEMS NO MORE RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR ja SGv.I:3 lu" 1'-a^ VI, I0.HANDR IL ASSEMBLIES HAN0AN 3GUARDRAILS0 INCHES B ABOVE FINISHED BE ABLE T p RESIST A)LOAD OF 50 PLF o ELEVATION PLAN APPLIED IN SANYEM DIRECTION AT THE TOP OF- THE RAIL. SCALL.,I, p{P ,1.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE " l l 3ye'MAX(INSIDERNSIDE) CONCENTRATED LOAD OF 250 LBS,APPLIED IN ANY DIRECTION AT Q O {ITI flli 5� TOP OF THE RAIL, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE Z SEE NOTE BLDG.SIDE 2'zSx1/B' LOADS SPECIFIED IN THE PRECIDING PARAGRAPH. CQ g n URS DECK ANGLE 11. 1.3 IS.INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS),BALUSTERS ANDG ^'�$ r 3/4'z0.OB2' SHALL BE DESIGN➢ TD WITHSTAND A HORIZDN7ALLY APP PANEL FILLERS o g IJ CORE SELF MAT NG EXTRUDED SO.TUgE AN EQUAL TD I SQUARE FAT,INCLUDING IZONIN LIED NDRMWL LOA➢OF 50 LBS DN ssww �• ALUMINUM DECK WITH PICKETS 13. GUAR AIL SYST M HALL BE DESIGNED S T F7'S A.D PACE BETWEEN RAILS, '.YF II DR E S S ❑ HA A SUP RESISTANT SURFACE 7THROUGH ANY OPENING. (FOUR) H SPHERE CANNOT PASS i AP CH 0.O33' 76. ALA RECTgN D OR NgIN S 14. DECK SURFACE SHALL BE SLIP RESISTANT, IImo�//7x5Y//B' SNAP CHANNEL 1 :'TEXTRUDED ALUMINUM DECKID V(TH A TRIPLE i?HOESELFMATINGCHANNEL W/CLOSURE 4P 15.ALL SURFACES,MEMBERS AND THEIR WELDED NOOPENING M'ILLALLOWA4'O T•••F _ • SHARP OR JAGGED EDGES. JOINTS SHALL BE SMOOTH AND FREE FROM •� C_ SPHERE TO PASS iMROUGM. •�THRESHOLD 16.ALL DESIGNS CONDITIONS.HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION ,I�/ E%tSi1NG H-12 � �' ° ' %Ill 'PV1i/4'@E4 LE+'/1/e' I, JJALLOTHER LANDING , 17B'/7Yp 7 I. //''��WALKINGRAILS SIMIUAR F�•dQ O1 SURFACE t, 1/B'T ALL LANDING1R SEA RIB/1 SCORNERS O RPMP 1:1215)SLOPE RAMP SECTION 34' 1 ! 7x5'x1A7 '._..--' r . ... LJ SELF-MATING CHANNEL (HIWDRAIL NOT INSTALLED) r] EVATION\^F+• ` PRESSURE TREATED WOOD , PROPRIETARY HINGE EXTRUSION �' -�� l'z3'xl/S'RECT BLOCKS(EVERY,B'T024'O.C. L. Of DECK (SAME WIDTH AS RAMP) ALUM.TUBE STRINGER, \ H 5'-4"LANDING RAIL t p sous,1,:'-,•D• p 5'-4"S• LANDING — DEC OF SCALE:I V?" 1'-0' T/igfiL`zl('�zE15/18q'Lz1/B' � I DECK th TUDE VERTICAL POS75 +R� DIFFERENT TYPES OF ATTACHMENT: Y 7n 1.)FOR ATTACHMENT LIGHT GAUGE METAL JOIST:THROUGH BOLT WITH SM6 DIA � N• Z URS CHANNELx HEX-HEAD BOLT,FLAT WASHER.6 S/,S NUT.(1r O C.MAX) LL i/4 x3M'LONG SELF 7xS 3/IS WELD 2J FOR ATTACHMENT TO WOOD:5/16'pIA.HEX-HEAD LAG SCREWS(,7 O.C.MAX) DRILLING PAN HEAP SCREW 11' (EA SIDE) 3.)FOR ATTACHMENT CEMENT;3/B'DIA HEX.HEAD SLEEVE ANCHORS.12 O.C.MAX,) O (1r O.C.MAX) LL co 5 1/B'/1/70 EA.RIB /B'D 2-12 RAMP TO LANDING /� Z B Cc1 ISO dal RAMP VW/ p RAM)TO RAIL CONNECTION CONNECTOR \AJ STAIR 701 ANOIN i BSI SCALE -I'+1' I Q SCALE:(1R'-1'-0• CREW SELF ( 1 CONNECTION tAY' DRILLING HEX HEAD Z r--1 ® iM'I SCREWS STAIR STRINGER �O�IF ' T•I RAMP TO LANDING CONNECTION L__J I, Z.z B'x 1A7'ALUM TUBE 'YY SUP-RESISTANT STAIR TREAD ©SCALIE: -1'-tl• 0 Y SCALE 3"�I'll• I / .I Lily— I "' fBC.Sni mInUN W/ U16 S.IPP EC ( � W ri L_ (TYPICAL) vLANDING -- } },15HS 1�I.. ,S1A1F1iT/T a Q URS CHANNEI i DROSS SECTION I 1 //�� EACH ®DETAIL SELF MATING ALUM. .. 'L):.l i ISO�M(NHzI I.''t•..1;.C Z 0 2k5`x,/e^ 7/a 1�ilA���� 4. 'Y•:i'• le', 700 PSf\ CHANNEL W/.125 �_ 5-yANIR6lACF:'yp P3 0 / Z w OCCVRANCE/ F.n 2 3/4'Xl 1?STAIR URS HINGE RADIUS EDGES ®$ Q 1R'V i'-7 SCALE:NTS L O�• EXTRUDED SLIP-RESISTANT , N DESIGN CRITERIA A m 1/4'x 3N'LG SELF )0100,444, ALUMINUM STAIR TREAD(TYPICAL) Q(%�UAY1F STATFY171T G 4 DRILLING HEX HEAD SCREWr 1'S'LONG z•SIB' 1 1/4"w0.035' N _J 1!8' TIE-DOWN EARTH 0 EACHTOP OF ur ANCHOR DOUBLE X GROUND ASTM CERTIFIEDIB FLCFLOMpA 7E B� z/� J Q RAMP DECK AND STABILIZER PLATE Imo " (207TI �J OCCURANCE ,Ie'(/,•12, BEHIND ANCHOR 21115 EPCOT BLgDMG CODE M/2016 91PP 1-" L,j ,UMINU TUBE e" 1L)15 kPCOT ACDESyBIUry CODE IY/2016 SUPP !A �� ALUMINUM 7U8E AJJ EACH VERTICAL LEAiiiiG RAIL MOUNTING POCKET r Z (EVERY TREAD) iR 11N' 4jj rx 7x1A1'TUBE - _J O { - CONSULTING ENGINEERI_EACH I� ®1/4'z3/4'H.H SELF 1VOCCURANCE 1/,3' 212A7D' OCGMNRE (ryP) JUDO ORBEGOSOI,/S' tf2' EVERY RIBt_IL? FLORIDA PE A'38789 RISER PLATE AA RAMP TO RAIL CONNECTION ©TIE DOWN EARTH ANCHOR REVISION DATE: B'z 1A1•THK SCALE 1 I 1'-tf ©. SCALE I L^'-I'-0" DATE: 01-052018 DRAWN: R.LG. JOB N: RT-WS-C SHEET NO. •• C,PIBYIT 101YMm1UR PLANS�.CO RS-1 1► DENOTES FLF ELEV ANCHOR LOCATION ANCHOR LOCATION �, SEE PAGE 9 FOR DETAILS DENOTES Q '� 26"(2 Sa) AND NOTE R17 ON COVER ('+'� 3'Y3"x1/4'THK ANGLE x8 3r4• <9 PAGE } 33/4'(INSIDEANSIDE) AND SEE PAGE 9 FOR DETAILS Z ED Of� 1'6-MIN LEVEL 12 fl mei 1.1 11 E�3 ��� PAGE NOTE t170N COVER JO mP) 1 4. O L IJUt 611 I I •' R51U li �1—�-1=' AN.^x5 , x II pVT1GARp �LANDING RAMP SECTION _ 4•X7zla-0" 4'{)^x,a-0' `;� ' 7,ITI__._ CITYpING l�lSip �I'�'IrI ' I URAMP SECTION -- RAMP SECTIONELEV-, �! '�I'II r..:'II RAMP DOWN(1:12 MAX.) �-0' do- -�-Ir♦LANDING 'III4R1W7_ j_ _1jI'I'I'ILOWER END HOOP'I''I 49CC CC Lill OTIE DOWN PLAN 19 t /FINISHED GRADE uLU K41) �)(� ' WALKING SURFACE N Q TIE-DOWN DESIGN LOADS: VERTICAL PICKET GUARDRAIL Q W)ND LOAD 180 MPH iM'THK TRANSITION PLATE 1 1?x 6AND 8-ALUM.DECK W/SLIP RESISTANT SURFACE EXPOSURE CATEGORY,C NOTE: RISK CATEGORY:II NO OPENING WILL ALLOW A 4"SPHERE TO PASS THROUGH 0" _ _._- - .III--�.�,I 1a-tr' ( _ ..1 -- / I1IiiIillh;!i1 . SCALE.is )a1 ENDAM OF RAMP VIEW O i mo __ U m m[, ut111111111111illlllllilllllllil111111111111111111111 LEVEL 111+ 1 w GENERAL NOTES:"'ll 1 .- 1111.. RYP) \\, 1.A 'Z/�_,�+���I.""I"III"""" 1111111111.111111111111'e_--=— LUMINUM RAMP,LANDING AND STAIR SECTIONS SHALL BE A RIGID,FREE-SPAN DESIGN. a1 � �� \\' 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT E➢ITION OF THEC-'�III1111ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES.— 3.ALUMIEU6 CONSTRUCTION 6CTIDN USINGNDTHE 6000 SERIES ALUMINUM ALLOYS.STRUCTURAL MEMBERS �' ����"�►•►� III""'�'ii III TO BE 6061-Tb,6063-T6 AND MOOS-TSALUUNE ALLOY. Q I_I_ \II4.ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. ¢i5.WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-97 GAS METAL ARC WELDING(GNAW) C 6.ALL FASTENERS TO BE 18-8(SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NOTED. Z p VP ,� I 7.LANDING,RAMP,AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 100PSF LIVE LOAD. 0 8 VERTICAL AND LOADRAMP OF 300 LBS APPLIED EVENLY OVER SA 2 x12'IGNED R AREA.ISTAIR MUM �READS SHALL J IX ® ® © • BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD Of 300 LBS OVER A 4 INCH ® AREA. d NCENTRATED 9. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINIMUM HEIGHT UNLESS OTHERWISE m SPECIFIED. (34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKET ELEVATION PLAN 4101 RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR j sc\IL s 1r: I'-n^ SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL.) Q a ELEVATION PLAN IO.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF j p APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL. SCAi.Ii 3 I/i-I'-0' II.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE 70 RESIST A SINGLE o'2 33/4•MAX.(Irv510E/INSIDE) CONCENTRATED LOAD OF 250 LBS,APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE d 5� TOP OF THE RAIL. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE Z ••--SEE NOTE BLDG.SIDE 7k5'xt/B' LOADS SPECIFIED IN THE PRECIDING PARAGRAPH, 0 e w n URS DECK ANGLE �► 12.INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS),BALUSTERS AND PANEL FILLERS Y'�' 3/4'x0062" SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLYINGSAPPLIED NORMAL LOAD OF 50 LBS ON 'g n 6 OR 8'SELF MATING EXTRUDED SO TUBE AN EQUAL TO I SQUARE FOOT,INCLUDING OPENINGS AND SPACE BETWEEN RAILS. •I I I Ill J"jj' SO THAT A 4(FOUR)INCH SPHERE ` ALUMINUM DECK WITH PICKETS 13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SLIP RESISTANT SURFACE 1THROUGH ANY OPENING CANNOT PASS �O f t2'k1'k0 og3- ps• _ ALL RECTANGULAR LANDINGS 14. DECK SURFACE SHALL BE SLtP RESISTANT,7z5'xf/8' SNAPCHAI•gi I-BEAM,SELF-MATING DESIGN. EXTRUDED ALUMINUM DECKING WITH A TRIPLE „'( 4 I N�E7 SELF MATING CHANNEL W/CLOSURE �,, �► 15.ALL SURFACES,MEMBERS AND THEIR WELDED JOINTS SHALL - NOOPENINGWILLALLOWA4' - \ Iliso 7••OF •NnNSHARP OR JAGGED EDGES. BE SMOOTH AND FREE FROM a0ISPHERE70 PA55THROUGH. � '.THRESHOLD 16.ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OFEXISTING CONDITIONS. CqWQALL OTHER LANDINGZHP i 1/4• EA.LE 1/6 I 1 1/H'ITYP. 1 -_ Q RAILS SIMILIAR - W r--I,I ALK NG �� SU h , 1/B I ALL LANDING , 1/2' EA.RFAC ® RIB ,E ) I+ r /6 J 5'4 �i 1�,. J CORNERS SELF-MATING \+� , �• D • 1111111111111111111111111.111k _ Rµlp @ 1:12(5)SLCWE RAMP SECTION --- O (HANDRAIL NOT INSTALLED) ,_I ELEVAT_ gzumVJ ,x P.1.513.YIEW 1'53"xilB^REC7 PRESSURE TREATED WOOD PROPRIETARY HINGE EXTRU610NALUM.TUBE STRINGER, ).rBLOCKS(EVERY 18'TO 2C O.0 TOP OF DECK (SAME WIDTH AS RAMP) �41 5'-3"LANDING RAILiiiiir TDPDF SCALE:l Il2• r-o• /�5'-4"S• LANDING oecK ICY SCALE:i l^" 1 U TUBE VER TCAL POSTS 11111 DIFFERENT ATTACHMENT OF ATTACHMENT. /y \C- 1.)FOR ATTACHMENT LIGHT GAUGE METAL JOIST THROUGH BOLT WITH 5/16 DIA. �y, 7 URS CHANNEL HEX-HEAD BOLT,FLAT WASHER,d 5/16 NUT.(17 O.C.MAX.) 0 i14x3/4"LONG SELF 7x Sx3M6 \ 2.)FOR ATTACHMENT TO WOOD:5/16DIA.HEX- LL DRILLING PAN HEAD SCREW (EA.SIDE) HEAD LAG SCREWS(1T O.C.MAX.) NG 11" 3.)FOR ATTACHMENT CEMENT:3/B"DIA HEX-HEAD SLEEVE ANCHORS.(12'O.C.MAX.) 1A)" 1 (f2'O.C.MAX) `"EEI: ::::::EEiIT ISO ru RAMP IV/RAILING p F TO F 6•212 �� 0 SC4LF: r 0 RAMP TO RAIL CONNECTION RAMPCON FOR 4134'SELF (n 6 STAIR i0 eNDIN^ � �+ SCALE 1 7 2"- 1'-0" DRILLING HEX HEAD V rONN TION 1/S' SCREWS Z r , L�RAMP TO LANDING CONNECTION STAIR STRINGER S1 SUP-RESISTANT STAIR TREAD v SCALE.I' L(�-- - O Y L__� �� 2'x6xi/8'ALUMTUBE SCALE.3'=1'-0" I --- - - r I 11" i FBC.5TH EDITION M(/2016 SUPP � U 0 (TYPICAL) -l1 7 15/16 LANDING L___L- t Ij j I INN.',STATE]ENT• URS CHANNEL l CROSS SECTION i ) I.'- '.�ar 160 ypH(HNiZ) w zxsxlre illAN�/�� 1PSF ") Z 2'xsxv6' V6 1�,it O EACH I < DETAIL SELF MATING ALUM. N \ V CHANNEL W/EDGES ��OCCVRANCE/ n ®GALE NTS•STAIR URS HINGE RADIUS ®g N EXTRUDED SLIP-RESISTANT , N A DESIGN CRITERIA a 1/4'x 3/4'LG SELF 'dlikl)4tl ALUMINUM STAIR TREAD(TYPICAL) COMPUAW STATEMENT: U Q C Clf DRILLING HEX HEAD SCREW (- 1'S LONG z.5A7' 1 1/4"x0035" 0J C EgpH TIE-DOWN EARTH STRAPPING ANSI d FLORUA BIlI1DIN0 '�V 1'72 Q TOP OF J 1/H" NCMOR WITH GROUND ASTM CERTIFIED FLORgA F6E PROiECDdN6TM EDIDON(201n �✓ \ 1Ar AND S7ABINCHOPLATE 7) X OCCURANCE/ RAMP DECK 2015 EPCOT BIILDBIO /67H k01FF 201 L 1 m - BEHIND ANCHOR f 2015EPCOTACCES9BIUry W W6�� 1; -�115/i6'kt 7/16'ki/8" /2016 011W !A _ ALUMINUM TUBE V J'EACH VERTICAL LEGI RAIL MOUNTING POCKET ��lair rZ (EVERY TREAD) i/B' 1 1/4" 2'z 2"x 1r%'TUBE _ O CONSULTING ENGINEER EACH 1/4"x3IN H.H SELF I j v OCCURANCE 1AY r 212 �-'��" DRILLING SCREWS(TVP) JULIO ORBEGOSO I 1'-0"O.C.MIN. FLORIDA PE#38769 '_ 118'I1F2' EVERY RIB I RISER PLATE p RAMP TO RAIL CONNECTION ©TIE DOWN EARTH ANCHOR REVISION DATE 6 x 1/B"THKilel DATE. 01-05-20t 8 SCALE-':1 I.2- 1'a' 0 SCALE:l 1 2'--I'ar. DRAWN: R.L.G • JOB*. RT-WS-C SHEET NO ®Cam1911 2015-YOOLLAR PINTS OM(C6 R S—1