Drawing S-0503 calls for a field weld. What is the size of the weld?

Image transcription text

4X4 CONTINUOUS STRUCTURAL GRADE (2) #12 WOOD SCREWS, 7" LONG CONNECTING LUMBER RAILS BETWEEN MESH TO
RAIL TO POST POSTS (TYP.) CENTER ON POST AND RAIL (TYP.) 4X6 STRUCTURAL GRADE LUMBER POST ( 3'-6 0.C. ALUMINUM RAL
POST BY (15) #14 6" LONG WOOD OTHERS, SEE ARCH MESH CAPABLE OF SGREW 1 1/2" ( TYP) CLASS B TYPICA... 
 

ALUMINUM RAIL POST BY OTHERS, SEE ARCH (2)DIA F593 SS BOLTS IN STD HOLES 1" THICK ALUMINUM PLATE CENTERED ON POST, 8" LONG, WIDTH TO MATCH STRINGER FLANGE WIDTH, MIN 3" 11/2" (TYP) k-REGION CLR CLASS B TYPICAL LAP SPLICE (IN) BAR SIZE BARDIA (IN) LAP LENGTH Lt (IN) FOR fe 5000 PSI 0.375 05 26 STIFFENER CENTERED ON POST ABOVE, MATERIAL TO MATCH STRINGER MATERIAL TYPICAL GUARDRAIL POST CONNECTION TO STRINGER N.T.S 2 LAP SPLICE PROVIDED IS FOR EPOXY COATED BARS FOR TOP BARS WITH MORE THAN 12" OF CONCRETE BELOW, USE LAS LAP LENGTH OF BARS. 3 F BARS ARE UNCOATED, IT IS ACCEPTABLE TO MULTIPLY THE VALUES SHOWN IN THE TABLE BY DA TYPICAL LAP SPLICE SCHEDULE NTS 1* NON-SHRINK LEVELING GROUT 5000) (3) #3 TIES WITHIN TOP 6" OF CONCRETE LIGHT POLE, BEE ELEC. DWG. FOR INFO BASE PLATE AND ANCHORS (GALV.) BY LIGHT POLE MANUFACTURER (4) #3 U-BARS TOP OF FINISHED GRADE 3 CLR COVER (TYP) LAP LENGTH Ls (IN) FOR fe 5000 PSI AND MORE THAN 12 OF CONCRETE BELOW BARS (2) #12 WOOD SCREWS, 7" LONG CONNECTING MESH TO RAIL TO POST CENTER ON POST AND RAIL (TYP) MESH CAPABLE OF WITHSTANDING 50 PSF PRESSURE NAILED TO LUMBER RAILS OPENINGS IN MESH SHALL BE LESS THAN 2 DIA TAPCON SCREWS @3-6 OC, SLONG ANCHORS WITH 1 EMBED INTO CONCRETE OR APPROVED EQUAL 4X4 CONTINUOUS STRUCTURAL GRADE LUMBER RAILS BETWEEN POSTS (TYP) 4X6 STRUCTURAL GRADE LUMBER POST @ 3'-6" O.C. (16) # 14 6" LONG WOOD SCREW 3X4 STRUCTURAL GRADE LUMBER KICKER CENTERE ON POST (4)DIA TAPCON SCREWS, 5" LONG ANCHORS WITH 1+ EMBED INTO CONCRETE OR APPROVED EQUAL, IN EACH BASE LUMBER (2) 3X4 BASE LUMBER, ONE ON EACH SIDE OF POST ANCHORED TO EXISTING PLATFORM SLAB (6) A6 EQUALLY SPACED IN PER ELECTRICAL CONDUIT SEE ELEC. DWG. STAINLESS STEEL CAP PER MANUFACTURER, SEE LANDSCAPE ILLUMINATED BOLLARD SEE LANDSCAPE #5 DOWELS WY 90 DEG STD HOOK TOP OF GRADE REF CIVIL OR LANDSCAPE (2) #4 TIES IN THICKENED PAVEMENT (2) 44 TIES WITHIN TOP 6 OF SONOTUBE PIPE 5 A STRONG SLEEVE (8) #5 EQ SPACED 90 DEG STD HOOK AT BOTT 180 AT TOP 04@10OC TIES 1 CLR (TYP) STAINLESS STEEL CAP PER MANUFACTURER SEE LANDSCAPE CLR (8) 05 BARS AND TYP) (805 DOWELS (TYP) -STEEL SLEEVE SONOTUBE #4 TIE WELDED STEEL CROSS SUPPORT, PER BOLLARD MANUFACTURER SECTION THRU SONOTUBE NOTE #3 @12 DRILLED CIRCULAR CONC. PIER CENTERED ON POLE, MIN 5000 PSI CONCRETE 1. SEE LANDSCAPE PLAN FOR LOCATION OF POLE SEE ELECTRICAL PLAN FOR REQUIRED POWER AND LIGHT POLE INFORMATION. 2 ALL BARS TO BE EPOXY COATED BARS TYPICAL LIGHT POLE FOOTING N.T.S 2-0 DIA SONOTUBE, SLEEVE CENTERED IN SONOTUBE NOTES 1. 2 ALL REBAR TO BE EPOXY COATED BARS. THICKENED PAVEMENT SLAB WITH 1:1 RATIO FROM EDGE OF SONOTUBE. TYPICAL BOLLARD DETAIL NT.S LEAD DESIGN ENTITY 100% DESIGN NOT FOR CONSTRUCTION PROJECT LIRR MENTOR STATION COMPONENT REPLACEMENT COUNTRY LIFE PRESS & MASTIC SHIRLEY STATIONS LONG BLAND RAIL ROAD MTA Long Island Rail Road wsp DESCRIPTION (8) #12 4 LONG WOOD SCREW BETWEEN EACH BASE LUMBER AND POST 51-3 3 (9) #12 4" LONG WOOD SCREW BETWEEN EACH BASE LUMBER AND KICKER NOTES: 1. RECOATING RAILINGS MUST BE INSTALLED AND TEMPORARY PLATFORM RAILING REMOVED PRIOR TO INSTALLING PLATFORM SURFACE COATING. 2. THE ABOVE TEMPORARY RAILING IS A SUGGESTED DESIGN FOR THE TEMPOARY PLATFORM RAILINGS CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL DESIGN OF THE TEMPORARY RAILINGS. SUBMIT CALCULATIONS AND DRAWINGS SIGNED AND SEALED BY A NEW YORK PROFESSIONAL ENGINEER. RAIL NGS SHALL MEET THE BUILDING CODE REQUIREMENTS FOR GUARDRAILS. 3. MAINTAIN 6'-0" CLEARANCE FROM THE PLATFORM EDGE TO THE RAILINGS AT ALL LOCATIONS STAMP TYPICAL TEMPORARY PLATFORM WOOD RAIL NT.S CONTRACTO L13149 DRAWN BY CHECKED BY CALE AS NOTED DATE 28-OCTOBER-2022 DESIGNED BY C APPROVED BY REA DRAWING NUMER S-0503 DRAWING TITLE STRUCTURAL GENERAL DETAILS 3 SHEET NO. 4