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HomeMy WebLinkAboutB17-0066_S5.03-1_1498500438.pdf .Eit 171 ir X40 k 1 %4" END PLATE osissiv WF B 1/2" STIFFENER PLATE PER EAM EACH SIDE OF WEB - pL4N 7--- COLUMN 1111 I TOWN STAMP WF BEAM L4x4x1/2 EACH SIDE OF '3/a" STIFFENER PER I;,Ii WEB W/ (2)-7/810 L4x4x1/2 EACH SIDE OF PLATE EACH PLAN (8) - 1 %4' BOLTS - BOLTS EACH LEG WEB W/ (2)-7/8'0 SIDE ' BOLTS EACH LEG 1 4 L 3 S/DES, WF BEAM Y2"MAX. 1 4 I TYP. 3 Sl TY11 P. 1%4 4 > 05/16 II PER PLAN II T (2) - 1/210 A325N [ N i.�:� �I■� - BOLTS, (1) EA. SIDE ��rjlail It 3S 9 3/4 CAP 'IMI I WF COLUMN C \\ 2Y2�� !;ice PER PLAN ` 2 • _g 4!I 1Y2 - DESIGN 3,. Y2„ 5 16 I %2" STIFFENER PLATE 5/16 \ TYP Y2" MAX. HSS COLUMN PER EACH SIDE OF WEB II PLAN SECTION VIEW PLAN VIEW _0..0-,,,,,,,,,,,, SECTION VIEW PLAN LI � C TYPICAL SINGLE STEEL BEAM SHEAR CONNECTION - • c ' TYP/CAL WF STEEL BEAM/HSS COLUMN BEARING CONNECTION I 3 / �. ' r r', • ;� TYPICAL WF BEAM MOMENT FRAME CONNECT/ON `S5.03 SCALE: 1" = 1'-0" ; 33878 S5.03 SCALE: 1" = 1'-0" 2 ` S5.03 SCALE: 1" • = 1'-O" • .� ;04/26/17/ EP1 EP2 EP3 L4x4x'/2 EACH SIDE OF DISCIPLINE STAMP WEB W/ (2)-7/8"0 L4x4x"/2 EACH SIDE OF WF BEAMBOLTS EACH LEG WEB W/ (2)-7/8"O /p�ER Y2"MAX. WF BEAM BOLTS EACH LEG '� PER Ii PLAN PEREMBED PLATE o 0 0 . „_ :]j :- ANGLE �SCHEDULE 2" / 4" 4" J / 2" 0 0 0 o � iwi HEADED ANCHOR 2" / 4" 4" 4" / 2" INE. IF-STUDS PER EMBED ;ni ./ Y2" MAX. illigPLATE SCHEDULE -Ir Embed P/ate Schedu/e Anchor Bolt Embed PlateAn /e Size # of Diameter Anchor Bolt Embedment EMBED ANGLE CROSS SECTION Identifier g Anchor Bolts (in.) Type Length (in.) SECT/ON VIEWI EP1 L4x4x3/8 x 8" 2 5/8" HAS 6" PLAN VIEW EP2 L6x6x3/B x 12" 3 3/4" HAS 12" EP3 L8x8x3/8 x 16" 4 7/8" HAS 15" 4 EMBED PLATE AND ANGLE SCHEDULE & DETAILS 5 TYPICAL DOUBLE STEEL BEAM SHEAR CONNECTION 5.03 SCALE: 1" = 1'-0" S5.03 SCALE 1" = 1'-0" 0 E Q NON-SHRINK -I/1- NON-SHRINK GROUT ANCHOR BOLTS PER BASE GROUT ANCHOR BOLTS PER BASE PLATE SCHEDULE TOP OF } - PLATE SCHEDULE TOP OFCM) CONCRETE HEAVY HEX NUTS &HEAVY HEX NUTS & CONCRETE �n WASHERS .". ...14 WASHERS ,- ,- i-ct w 1-0 z1-1-11-1-11 w ~ 4 x DIAMETER, wwgm ga r MIN. o=no 0I�w / / w c5 N v THREADED ROD W/ HIL TI z Q v L BEND ON w_l m N HIT-HY200 ADHESIVE w_,m ` EMBEDDED END - L ANCHORING SYSTEM INSTALLED �J ISSUE PER MANUFACTURER'S SPECIFICATIONS. Structural Roof a n d ADHESIVE ANCHOR IN EXISTING CONCRETE HOOKED ANCHOR IN NEW CONCRETE Foundation Plans bf + 2" = BEAM FLANGE WIDTH +2" H.A.S. PER KEY PLAN NON-SHRINK _ SCHEDULE GROUT ANCHOR BOLTS PER BASE 6" TOP OF } f PLATE SCHEDULE 1Y2" CONCRETE in -, ,- HEAVY HEX NUTS & WASHERS BP7N. zwI-L o .. J o=�w GAGE ill m Z N i I HEX BOLT HEAD OR DOUBLE I 3/8" STIFFENER PER w E m HEAVY HEX NUTS ON 1'' WEB EA. SIDE OF AISC LONG SLOTTED 11. m EMBEDDED END /f 2" 2" HOLES FOR A325 I BOLTS TO BEAM SHEET TITLE FLANGE HEX ANCHOR IN NEW CONCRETE 1/4 \3 SIDES, 10" Building 1 - Steel BASE PLATE & ANCHOR BOLTS 1/4 <n'P. Framing Details PER BASE PLATE SCHEDULE 1Y4" 1Y4" A307 BOLTS W/ (2) - 1/210 A325N `~ NUTS & WASHERS BOLTS, (1) EA. SIDE B P 5 x 10a 111 © 2" X-STRONG PIPE (0.D.=2.88') PER WOOD FRAMING Q Q 1 OR 1"x4" PLATE F 1 DETAILS GROUT 44 1" NON-SHR/NK ; �_ L ;i N NON-SHRINKSHREVISION GROUT - - \-- i TOP OF II F w HEADED ANCHOR �1 J 1m HEAVY HEX NUTS w w I L STUDS PER / 1'-5" I / 13 CONCRETE ! , 0 �...- .. & WASHERS w=0 o SCHEDULE ^ La � w m�N= /4-Y2"14"f4"f4Y2"f 0 I Z w l-J ANCHOR BOLTS PER z Q N m L g BASE PLATE SCHEDULE w_1 CO 1Y4" / / 4Y4" / / 1Y2" \� M z LLI Lu Z N HEX BOLT HEAD OR DOUBLE - = w w m N HEAVY HEX NUTS ON / �� / ^ 0 0 0 \ u f EMBEDDED END •L - \ :I BEAM BASE PLATE ON CONCRETE WALL Jr 8Y2» 1, 8Y2" i, .z,3 WOOD COLUMN BASE PLATE ON CONCRETE B P 7.2 5 x 17 O m E 23/4" / / Base P/ate Schedu/e 1Y4 // N BASE PLATE SCHEDULE & DETAILS Thickness # of Anchor Bolt Anchor Bolt Embedment 6 Base Plate Identifier Anchor \ 00 2 (in.) Diameter (/n.) Type Length (in.) \ S5.03 SCALE: 1" = 1'-0" BoltsLI \ ® ® `n [PROJECT NUMBER 2015-453.001 BP7 1/2" 2 5/8" HAS 6" �. ISSUE DATE 05-45/2001 HEX, HOOK, BP5.5x5.5Po BP5x10 1/2" 4 5/8" OR 7" 17 ES d HEX, HOOK,BP5.5x17 1/2" 6 5/8" AD HEX VE 12" SHEET NO. 41 f5Y2"�v BP5.5x5.5 1/2" 4 1/2" OR 7" FOUNDATION ADHESIVEN. S5. 03 N PERMIT SET M