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WELDING ENGINEERING STANDARDSA WELDING ENGINEERING STANDARDSB WELDING ENGINEERING STANDARDSC WELDING ENGINEERING STANDARDSD WELDING ENGINEERING STANDARDSE WELDING ENGINEERING STANDARDSF WELDING ENGINEERING STANDARDSH WELDING ENGINEERING STANDARDSJ WELDING ENGINEERING STANDARDSK WELDING ENGINEERING STANDARDS ML WELDING ENGINEERING STANDARDS WELDING ENGINEERING STANDARDSN WELDING ENGINEERING STANDARDSP WELDING ENGINEERING STANDARDSQ WELDING ENGINEERING STANDARDSR S WELDING ENGINEERING STANDARDS SAF-1 S .134 TO .375 WEB FLANGE / WEB SPLICE DETAIL SAB-2 FLG.1/2 t 1 FLG. t 1/2SAB-1 GBC-1-P WEB SAF-1 S 6" EA. SIDE OF WEB SPLICEGF-1-P (OPS. SAF-1) WITHIN SAB-2 FLG.1/2 t 1 FLG. t 1/2 6"S SAB-1 PIPE COLUMN BASE DETAIL PIPE COLUMN CAP DETAIL GF-1-ROT-P 3/16 GF-1-P TYP 3/163/16 3/16 GF-1-ROT-P CRANE BRACKET DETAIL UNDERHUNG CRANE BRACKET TYP. FULL WEBSTIFFENER(SEE DETAIL D) f L/2 ff <0.25 (1/4) 0.500 (1/2)0.375 (3/8) Stiffener t -3/16 5/161/4 f GF-1-P GF-1-P S SS ff S GF-1-PSSff L/2 TYP. PARTIALWEB STIFFENER(SEE DETAIL D) GF-1-P f S f3/16 5/165/16 1/4 PLATE t NOTE: THINNER PLATEGOVERNS WELD SIZE. <0.25 (1/4) 0.500 (1/2)0.375 (3/8)0.25 (1/4)GBC-6-P GF-1-P fS TYP. FULL WEB STIFFENER(SEE DETAIL D) GBC-6-P GF-1-P GF-1-P GF-1-P S f ft GBC-6-P 3/8" MAX. S fffSS fS fS 6"6"6"6"fS GBC-6-P BRACKET HAMMER HEAD RAFTER INSIDE BEND CARRIER & UNIBEAM OUTSIDE BEND GBC-5-P60° GBC-5-P TORCH SLOT IS MADE FORFIT-UP PURPOSE IN THEOGDEN. IT IS PREPARED FORWELDING AT FINISH WELDSTATION ACCORDING TOGBC-5. SLOT IS SHOWN FLAREDDUE TO BEND. 60° DETAILSEE FLANGE SPLICE DETAILSEE FLANGE SPLICE1/4"- 3/8" Typ.ROD SLOT BACK-UP PLATE DETAIL GF-1-PSf10" 3/16" 3/16" Required at all web slots (Ops. SAF-1) GIRT / PURLIN CLIP GF-1-P L/2L/23/163/16 Web L/2L/23/163/16 GF-1-P BACK-UP WELD AT FLANGE / WEB HOLES6"6"GF-1-PSf (Ops. SAF-1) When holes are 13/16"Ø andlarger in the flange or when holesare 13/16"Ø and larger in the weband within 12" of a flange GOVERNS WELD SIZE. 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Web 5/161/23/8 NOTE: THINNER PLATE 1/45/16 ROD PAD CONNECTION 4"SERodRadiusE (Effective weld size) = 5/16" (S) Weld must be flushwith line tangent to the rod surface &perpendicular to plate D4" FBG-1-P END POST DETAIL GF-1-P f Full depth stiff.at far side(see detail "D") A A SECTION A-A GF-1-P NOTE: THINNER PLATEGOVERNS WELD SIZE. GF-1-P COLUMN BASE DETAIL fS ft wwSS fS 1/4 5/165/16 PLATE t0.25 (1/4) 0.375 (3/8) 0.50 (1/2) SwWeb t 3/161/4-5/16"< 1/4" 1/45/161/2" 3/8"1/40.3125 (5/16) ENDPOST / SOLDIER / LEAN-TO HAUNCH DETAIL-COLUMN GF-1-P (OPS. SAF-1)WITHIN 6" OF CONN.6"S f HAUNCH DETAIL-RAFTER GF-1-P S f SSGF-1 ff GF-1-P FLG. 5/8" GBC-4-P FLG. 5/8"fSfS t f GOVERNS WELD SIZE. MINIMUM GF-1-P (OPS. SAF-1)WITHIN 6" OF CONN.6"S fMINIMUM GF-1-P GF-1-P Flg 5/8" GBC-4-P Flg 5/8" GF-1-PSf 6" OF CONNECTION MINGF-1-P (OPS. SAF-1) WITHIN6" 6" OF CONNECTION MINGF-1-P (OPS. SAF-1) WITHIN GBC-4-P Flg 5/8"GF-1-P Flg 5/8" 6" TYP. PARTIAL WEBSTIFFENER(SEE DETAIL D) S fSf SS ff SS ff S f S f ftTYP. PARTIAL WEBSTIFFENER(SEE DETAIL D) GF-1f GF-1-PffL/2L/2 GBC-2-P w/ 2.5:1Transition weldat steppedjoints SS GF-1-P Stiff 5/8"ff GF-2-P Stiff=5/8"< GBC-6 Stiff 5/8"> SS GF-1 pp 1/4 Sp3/16Plate t< 1/4 5/16> 1/23/8 - - 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Web 3/81/23/8 NOTE: THINNER PLATE REQUIRED WHEN FLUSHFULL PENETRATION WELD (SEE DETAIL F) REQUIRED WHEN FLUSH FULL PENETRATION WELDNOTE: NOTE: (SEE DETAIL F) 1/45/16 1/45/16 SPLICE DETAIL-RAFTER 6" OF CONNECTION MIN GBC-4-P Flg 5/8" 6" OF CONNECTION MINGF-1-P (OPS. SAF-1) WITHIN SGF-1-P f 6" GF-1-P Flg 5/8" S f S f fSSf S fSf GF-1-P 6" OF CONNECTION MIN f GF-1-P (OPS. SAF-1) WITHIN GF-1-P Flg 5/8" GBC-4-P Flg 5/8"ftfS ffSS 6" RIDGE DETAIL GF-1-P ffSS GF-1-P (OPS. SAF-1) WITHIN GBC-4-P Flg 5/8" 6" OF CONNECTION MINGF-1-P (OPS. SAF-1) WITHIN GF-1-P Flg 5/8" S f 6"ffS S f S 6" S f GF-1-P S GF-1-P Flg 5/8" GBC-4-P Flg 5/8"ftSS ff TYP. PARTIAL WEBSTIFFENER(SEE DETAIL D) TYP. PARTIAL WEBSTIFFENER(SEE DETAIL D) 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Flange / Stiff 3/81/23/8 1/45/16 FLANGE BRACE CLIPWEB STIFFENER GF-1-P PARTIAL ff GF-1-P 1 1/2"f f 1 1/2" WEB STIFFENER PLATE 5/16 f 1/4 3/16 0.500 (1/2) Stiffener t 0.375 (3/8) <0.25 (1/4)-Min. wt x 4Max. wt x 6WELD STARTOR END TYP. GF-1-P L/2L/2 ff ff GF-1-P GF-1-Pff Stiffener mayhave holes 5/16 f 1/43/16 5/16 to 1/2 Web t 1/4< 1/4 Stiffener to flange Stiffener to web Stiffener mayhave holes If holes in ff stiffener 6"at holes + 6" 1/40.3125 (5/16) GF-1-P f 1/2" GF-1-P FLG. 3/4" GF-1-P NOTE: THINNER PLATEGOVERNS WELD SIZE. FLUSH BUTT PLATE OR FLANGE PLATE OF CONNECTIONGF-1-P WITHIN 8" BASE DETAIL WITHOUT BRACING S f ffSS 8"8" ft wwSS BOLTING PL. GBC-4 GBC-4-P FLG. 1" fS 1/4 5/165/16 PLATE t0.25 (1/4) 0.375 (3/8) GBC-4-P Flg 1"GBC-4 fS GF-1-P END POST CAP PLATE BUTT PL. t fS SS ft GF-1-P Flg 3/4"ff SPLATE t f1/40.250 (1/4) 5/165/16>0.50 (1/2)0.375 (3/8) GOVERNS WELD SIZE.NOTE: THINNER PLATE 0.50 (1/2) SwWeb t 3/161/4-5/16"< 1/4" 1/45/161/2" 3/8" - FLG. 1" GF-1-PFLG. 3/4" S f 1/40.3125 (5/16) At extendedplates only RIGID FRAME COLUMN S f CANOPY / LEAN-TO BRACKET GOVERNS WELD SIZE. 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Web 5/161/23/8 NOTE: THINNER PLATE GF-1-P S fSfTyp. GF-1-P S fSf GF-1-Pff L/2 L/2 Typ. GF-1-Pf GF-1-PSf (Ops. SAF-1)Within 6" of connection min. 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Flange / Stiff 3/81/23/8 Typ.GF-1-P S f 1/45/16 1/45/16 CUT IN PLATE DETAIL 6"6" StiffenerTyp. GF-1-PSfSf GB-6-P Stiff 1/2" (typ.)> GF-1-P Stiff 1/2"S fSf < (Typ.) GF-1-P w/ 2.5:1 Transitionweld at stepped joints(Typ.) GOVERNS WELD SIZE. 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Web 5/161/23/8 NOTE: THINNER PLATE 5/16 Sf 1/43/16Plate t 1/4< 1/4 Plate to Flange / Stiff 3/81/23/8 1/45/16 1/45/16 3/16 N/A < 1/41/8 Web t fillet size "S"Flange to web 1/4< t <1/2 - 3/16 > 3/43/16 5/16 3/16< 1/2Flange t - N/A <1/2 5/165/16- 1/25/8 3/16 1/4 3/163/163/16 3/16< 3/4- 5/16 3/161/41/4 < 9 Ga.- 1/49 Ga.< t <1/4 GF-1-P Flg 1/2"fS GF-1-P Flg 1/2"fS GBC-4-P Flg 1/2" GF-1-P Flg 1/2"fS WELDING ENGINEERING STANDARDSG GF-1-P NOTE: THINNER PLATEGOVERNS WELD SIZE. OF CONNECTIONGF-1-P WITHIN 8" BASE DETAIL WITH BRACING S f ffSS 8"8" ft wwSS GBC-4-P FLG. 1" fS 1/4 5/165/16 PLATE t0.25 (1/4) 0.375 (3/8) 0.50 (1/2) SwWeb t 3/161/4-5/16"< 1/4" 1/45/161/2" 3/8"1/40.3125 (5/16) At extendedplates only RIGID FRAME COLUMN S f GBC-4-P Flg ANGLE BRACING PLATES BRACKET DEPTH 18">- GF-1-P BRACKET DEPTH 18" FLG 1/2"< 3/83/8 <- BRACKETDEPTH DEPTH 18">- GF-1-P BRACKET DEPTH 18" FLG 1/2"< 3/83/8 SINGLE SLOTDOUBLE SLOT SHOP NOTE:1. All structural parts to have at least two holes, 9/16" dia.minimum, located 3" in from the reference flange, within 1'-0"from each end of the piece. General tolerance on the locationcan be ; 2" from the reference flange. The location from thetop or bottom of the part must be 3" or more from the insideof the plate, as shown above, to avoid stress fractures. 2. If a part already has brace rod slot or other hole locatedwithin the tolerance area, a drain hole does not need to be added. 3. A sidewall column is shown, rafter is similar. 3"3"3"3"T WELDING ENGINEERING STANDARDS GF-1-P FLG. 3/4" - 9/16"Ø Hole min. <- & FLANGE TO WEB WELD DETAIL 104/02/2021SAHRevised per C.O. #1REV.DATEBYPLOT DATES:PLOT DATES:PLOT DATES:PLOT DATES:CUSTOMER:CUSTOMER:CUSTOMER:CUSTOMER:LOCATION:LOCATION:LOCATION:LOCATION:CBC JOB No.CBC JOB No.CBC JOB No.CBC JOB No.DEALER:DEALER:DEALER:DEALER:SHEETSHEETSHEETSHEETOFOFOFOFDATEDATEDATEDATEDRAWNDRAWNDRAWNDRAWNENGR. APR.ENGR. APR.ENGR. APR.ENGR. APR.SCALESCALESCALESCALE10ASMANTECA, CA 95336 10MANTECA SPORTS PARKGENERAL DETAILSBGCDeGRAFF DEVELOPMENTC20D0407A01/15/20214/5/216/8/2021, 1:58:25 PM 21-0396 LUMEN ARCEO