2600 FEDERAL AVE 2022 PORT OF EVERETT Plans 2025-09-11

TYPICAL COMPONENT SIZES CODE COMPLIANCE GENERAL NOTES: z 'i • LANDINGS:PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER 1. IBC 2010.CHAPTER 10 COMPLIANT 1. THESE PUNS AN0 SPECIFICATIONS ME NOT VALID FOR ANY OTHER ASSEMBLY THAN • PLATFORMS WIDE UNITS CAN BE BOLTED TOGETHER TO FORMA 2 RAMP SLOPE,MAXPoSE 1:12(VEff/XORZ PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS.INC.PRODUCTS PRODUCED THE 2 c a i9 STANDARDS SET M IN THESE DRAWINGS AND ACCOMPANYING DESIGN. F. = v9� MAXIMUM 30'RAMP RUN 2. THE RAMP SfSTEM,STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC • STAIRS:MAX 5'7'RISE z 12'TREAD x♦S-WIDE 3. CROSS SLOPE,MAX a Zz REQUIREMENTS.THE VERTICAL DESIGN LOADING CRITERIA 15 100 PSF UNIFORM LNE LOAD Z l7 F 6p Inc. D 30011 LIVE OR DEAD CONCENTRATED LOAD.USES FOR LOADS IN EXCESS OF THOSE31 N M'WHERE ODOR CLEARANCE ALLOWS,STAIRS CAN BE ADDED TO Welcome Ramp Systems, I I {. STAIR RISE 7'MAX.4'MIN. STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS.INC, w s afj4 ANT'/AIL OF THE CONFIGURATIONS SHOWN BELOW. Component AtumPNm Ramp System lRA 5. DESIGN LOADING: 3. RAMP DESIGN UMTTS:THE SLOPE SHALL BE 1:12.THE MAXIMUM CRO55 SLOPE SHALL a e a_S Safe,User Fifendl Buitdin Access S. D DECK/RAMP 100 PSF BE LESS THAN 2X.THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT Y S ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 4B'FROM THE PLATFORM TO FINISHED L7 =y WWW.welcomvampsystems.com 5.2 STAIR 7Ru10 30O LBS./TREAD ; 5.3.RAILING 50 PLF/200 LEIS.CONIC. 4. WELCOME RAMPS,PLATFORMS,AND STAIRS ARE DESIGNED TO BE FREE STANDING. m • -E 5.4.LATERAL LOAD 600/PEDESTRIAN DYNAMIC 5. DETAILS SHOW MOST USED HEIGHTS,OTHER HEIGHTS ARE SIMILAR. = LOADING PER 30-FT RAMP 5.5.WINO LOAD 135 MPH,EXP C.M-2.0 MATERIAL SPECIFICATIONS B.S.SEISMIC LOAD S4s=1.0,SEISMIC CAT.'D' PLANKING, VL fi. DOOR CLEARANCE AS REQUIRED BY IBC. THIS DESIGN IS LIMITED TO GALVANIZED METAL PLANKING MATERLILS. • RAMP:ALL PLANKING SHALL BE 13 GA 12'W x 1 1/2"DEEP. !P 7. STANDARD 3 LINE RAIL FOR COMPONENTS 30' PLATFORM:ALL PLANKING SHALL BE 13 GA 12"W x 1-1/2'D.SEE PLAN FOR OR LESS FROM GRADE TO WARPING SURFACE LENGTH. OF RAMP,LANDING,OR STAIR. STAIRS:ALL PLANKING SHALL BE 11 CA, A 12'W z 2'DEEP. 11 B. 42"VERTICAL PICKET GUARDRAIL FOR LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. COMPONIXTS OVER 30'FROM GRADE TO LEG MATERIAL SHALL BE 1-1/2'SOX.120'ALTUSING. WALKING SURFACE OF RAMP.LAUDING,OR LEG POCKETS SHALL BE 1.761"SO X.125'AL TUBING. STAIR ADJUSTING BOLT-3/8'%2-1/4'GRADE 5 CAP SCREW W/NYLON LOCK NUT,ZINC PLATED B. GRASPARLE CONTINUOUS HANDRAIL AT!6 OFF AI UMINUM: Y!F RAMP,PLATFORM,OR STAIR NOSING.INSTALL THE 1-1/2'AL HANDRAIL SHALL BE 6063-75 WITH A YIELD STRESS OF 16 K51. BOTH SIDES OF STAIRS AND RAMP. ALL L OTHER ALUMINUM PARTS SMALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF J z 10.HANDRAILS TO EXTEND 12'HORIZONTALLY OVER HAND RAIL: Q g WALKING SURFAC L E AND RETURN TO WALL OR STAIRS AND RAMPS:USE 1-1/2'SO.X 513V THICK WALLED TUBING FOR POSTS AND z d RAIL COLUMN. HOWZONTAL RAILS EXCExT THE TOP 1-1/2'ROUND HAND RAIL STANDARD HANDRAIL(W/O PICKETS)15 ALLOWED ON FINISHED PLATFORM HEIGHTS OF Ln Q 11.RAMP AND RNUNCS TO HAVE CURBS WHICH DO 30"AND LESS. ALL PLATFORM HEIGHTS ABOVE 30'SHALL USE PICKET STYLE LIT NOT N10W PASSAGE OF 4'SPHERE WHERE HANDRAILS. LU 3 B' BO'-B' 4'_g" ORIGINAL POSITION OF SPHERE IS WITHIN 4'OF PLATFORM:USE 1-1/2 SQ.X 5/32"THICK WALLED TUBING FOR POSTS AND ALL LJJ U F THE WALKING SURFACE HORIZONTAL RAILS. (,•J I�H- HEIGHT:TOP OF GRIPPING SURFACES OF KANDRAILS SHALL BE 36 INCHES VERIICALLY z Q W 20 5'-O 12 16'-0 34 5'-0 12• 30'-3'-1'- RAMP / / / 12.FOOTING INFORMATION: MOVE WALKING SURFACES. O LLWRRI 12'x12'PRE-MANUFACTURED ASS PAD WELDING. REQUIRED UNDER ALL ADJUSTABLE LEGS. ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN-PLANT FABRICATION.NO T- ON-SITE WELDING IS REQUIRED. L2 O FABRICATION ACROANC PLANT LDINGA BY WED CODE CERTIFIED BY A THIRD PARTY INSPECTOR AND 0 0 U, • WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. Z W WELDING 15 ALL MOUND UNlES5 OTHERWISE NOTED.CARE IS TAKEN TO AVOID EXCESS I N' 'ry WARPING OF WELDED ELEMENTS. `L.Q \ FABRICATOR TO CERTIFY ASSEMBLED PART ME PER THE DRAWINGS PER IBC 17C4.22.BOLTS. Lr_ cc IR410 R410 P55 R48 R48 P55 ALL BOLTS SHALL BE GRADE 5 ZINC PLATED,UNLESS OTHERWISE SPECIFIED. PROVIDE Lu DECK EL=18" DECK EL=36" LOCKIFlEOWASMERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE 66 SPEC• NIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50%CAPACITY FOR ADDITIONAL (ACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. LJ.I 0 U. TECH SCREWS: O < ZINC PLATED ilOxt;',SELF TAPPING. 0 N P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 P55 Y LY Q DECK EL=36" DECK EL=36" 4 0 111 a In (5)TREADS W/(6) (5)TREADS W/(6) 'I RISERS O 6'=36' RISERS O 6'=36' I STAIR,FIELD VERIFY STAIR.FIELD VERIFY 4 - O BREAKROOM +36" RESTROOMS +36" N (31 1/2"0 BOLTS r,'NOSING RADIUS, m EQUALLP SPACED INTOP&BOTTOM NO 1/4'X 7- STAIR E ALUMINUM PLATE (4)EAD%'SOUS.M.PER IMOP ATFORM. TR PLATFORM TREADS PER PAN w ACCESS PLAN HEIGHT 4'-4 1/2'-CLEAN uN Z O~ Y4 = ) -D„ BETWEEN GU 16 GM.x (n GUARDRAILS 16 DAM 1 AL STAIR (n Q 3'-10•-CLEAR STEEL.TYP• 2-x12'x51• H,En 1}'xt}•j•FILLER ANGLE BETWEEN HANDRAILS 0'-1 3/4' 1/4•x S'ALUM. J W PLACE ENDS UNDER TREAD BETWEEN PLATE CARRIAGE 7 RISE 4'-Y RISE I- HOLDDOWN ANGLE TO SECURE HANDRAIL& SEE DETAIL 5 >_ °�W IN PLACE 'i GUARDRAIL LEVELING FOOT V) �\ O Z srue 1 �t � Q Z �a !)4 W V) 4'-7'HIGH z W ty RI)'la ew6lwlT,w(r.0a CLOSED RISERS �C 12' 0 U Q T SHAPE oro-11`AA[XH rIAT'.QAM tlR 0'-1 1/2' UI U❑ T-SHAPE EXTRUSION END 42"HIGH VERTICAL \ Q Z F>TTRUSION PUT-e sernaxALUA¢xr FUIwx4 3? ENO PUTS PICKETGUARORAIL HANDRAIL Q SECTION A CONNECTION, LTNAP CONNECTION 34"-36'HIGH "' 4 DETAIL 6 SCALE 3'-1' J '`'N• TRACTION HANDRIUL j X 1-3 %X O. N X 1-3/4'%025' PLANK AL ANGLE WITH(2) r - TREAD0 INTO3/8'TAD.SCREWS Wa? s3 r LANK \ D POSE WEED 5 g a ALLARHANDRAIL TO ANGLE H (w o w DETAIL J a1 AROUND. 3X1-1/z0(.125•AL \ H6tlOtl01D '^€W O SEE DETAIL B FOR 1 PLATE W/TECH SCARE 1/2'-1' HANDRAIL BOTH SIDE OF RAMP CONNECTION DETAIL SEE DETAIL! ✓1 SCREWS FOR PICKET FOR HANQHOID ALICNNFNT - SUPPORT RAIL GTH OF RAMP SECTION 1}• 1.78• o W g'OR 10' LET4 �.� 6 HHSt}'x1Y' 3 HOLES PER ANOMO STAIR CONSTRUCTION 3 O w 2' SECTION 0 C-C' u O S 'DLL GRADE SUPPORT,M \ Pr NNrtT10 JJ cr = E OWE 5 ZINC ¢ SECTION B SCAIE J'=1• (GUAR RAIL SHOWN FOR STAIRS NIGHER THAN J07 3o r.LL DETAIL 3 ON RWP SUPPORT RAIL = � a� SCALE:3'=1' AL VERL HAND RAIL 1}'x1}'x.125 AL MOLE 3 z 1}x1}k.125 sQ. J//4• s?W o Mom GOWN roR TIRED. V' TNRFMED o o ~O F- LT AT MIDDLE ANTI ON G 12'LONG i}'x1}'X125' S0. 42'VETTICL PICKET GLURORAII ,�Uy-TI,1pIT O m a~p Z ENDS THOROUGH TUBE INSERT.WELD TO a.z o S L-SHAPE N'GRADE 5 D a 3 '- 4'z4'x;'AL BASE PLATE SPH/ER F OM PASSING ROUGH 2Ur BOLTS. i `�� WHEN OVER 30'ELEVATION,BOTH ,z 1:12-SLOPE M. tV V\\ w r}'x2'AL FLAT BAR THAT N o SIDES OF STAIR SEE SECTION c CONNECTS RAMP STRINGERS 4'S0.M. 3-1/2' \ 4x4A14 PIER BASE I 1 L 1'-0' DETAIL 5 m W W N M p B /(2)5/16•0 i }•:t}•AL PLATE WELDED TO I M1 ING FOOT z_e F N HOLES Y CORNETS I 1 EXTRUSION TO MAKE CONTINUOUS PLATFOR14 SCALE 3*.1' � 4-11 FOR 10 RAMP SECTION L L SHAPE c m e V o P SPACE 2'MART20N•GFEDNILEA, 13'-11 FOR g'RAMP SECTION I \ �BMIN.CLEAR INL' aM GF ALLHANDRAILANCHORS. SIRORCFR PLATE •0 wEm FxrnuOm T-iU SHAPE DN ENDS }:1;':.1z0 sO. u6E LROss AROUND HOLE(IV.) W '"IFOEACH RAMP SECTION 8 LEG SLEEVES MEMBER IN MIDDLE OF EACH RAMP -- 2' 2's 3/16' 1E• USE(3(�-(�GRADE 5)IS'EQUAL SPACED BBETAIL E OTTTTOMOF EXTRRUWELD a LUEG _BM SHAPE ' RECENER'MBE Oo\ CKETS AND NDETAIL \Y BOLTS W2F JOWING RAMP SECTIONS 5'LDNG(IYP.) 'a'c W W W 6 2 ziz'BEFFONG PAD UNOFR TOGETHER• NOTE:USE THIS RAILING 1 (POST W/(I)SDSL5112 TRU OTyPICAL ELEVATION (INSTALLED WITH LARD AI FORT TOTAL PLATFORM NOTE. NLL GREATER THAANC STAIR PUNK, /4'MARGIN,M. c 3=o. FOOT T02PA(IOIS IN POST Eg s�•�c.;'-1'-Q' 3o-INCHIES. TTLW 11• 30-M HM X 12'X SPEED L GETUI t�STA:HAND RAIL 1-1/2•AL.ANGLE. 4'HANDRAIL TIE D RS-1.0 SECTION C SCALE.1/27-1• TICK STAIR OErNL 5 RAMP FNO TRANSmON END IEG 1RFM STIFFENER HMORNL CONNECnON 1 OF 1 SCALE:3'=1. SCALE 3'-1'