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HomeMy WebLinkAboutB17-0066_S5_03-01_1498500469.pdf ,.,,00,,,,,,, .....,a_.......... ,„ zrti:,. .,,,.ec , iv. 0.3 iQ0716. 1 %4" END PLATE 06/26/17 F 1/2" STIFFENER PLATE PERBEAM EACH SIDE OF WEB PLAN ' COLUMN 3/8" STIFFENER WF BEAM TOWN STAMP PER (8) - 1 /4'0 BOLTS L 4x4,'/2 EACH SIDE OF PLATE EACH PLAN WEB W/ (2)-7/8'0 L4x4x/2 EACH SIDE OF SIDE BOLTS EACH LEG WEB W/ (2)-7/8'0 1 4 \ 3 SIDES, 3 SIDES, 1/4 \ 5/16 \ BOLTS EACH LEG 1 4 TYP. TYP. 1/4 / > WF BEAM Y2"MAX. PER i L® PLAN (2) - %2'O A325N II —T BOLTS, (1) EA. SIDE 3 WF COLUMN ti - , " ���� 3S 9 - /4„ CAP 'f PER PLAN i -„r.7 ■r •iii ,cs, �'�rr1,Y2" _ 5,16 , �: DESIGN � 5/16 r %2" STIFFENER PLATE TYP. 11 HSS COLUMN PER 3 Y2 EACH SIDE OF WEB \ II ?� Y2" MAX. , PLAN II SECTION VIEW SECTION SECTION VIEW PLAN VIEW �' s r.r•r. r.6-46,1%. 1 TYPICAL WF STEEL BEAM/HSS COLUMN BEARING CONNECTION 2 TYPICAL WF BEAM MOMENT FRAME CONNECTION 3 TYPICAL SINGLE STEEL BEAM SHEAR CONNECTION i4 l'''''''' -AR?','• 4 ,� S5.03 SCALE: 1" = 1'-0" S5.03 SCALE: 1" = 1'-0" 4.e . ��► S5,Q3/ SCALE: 1" = 1'-0" t • i . � , 33878 , �N5/31/175 r••••.r••rrk%`�`t01NAte_ L4x4x/2 EACH SIDE OF DISCIPLINE STAMP E P1 WEB W/ (2)-7/810 L4x4x/2 EACH SIDE OF WF BEAMBOLTS EACH LEG WEB W/ (2)-7/8'0 PLANPWF BEAM BOLTS EACH LEG fY2"MAX. PER III PLAN EMBED PERI EMBED PLATE o o iii i„ 0r- M SCHEDULE '�i!- 2" A' 4" A' 2" ■i1� iM�ii i1: Di p HEADED ANCHOR i� .. STUDS PER EMBED jiMME �C��� i�C. PLATE SCHEDULE 1 II Y2" MAX. Embed Plate Schedule vi a Embed Plate # of Anchor Bolt Anchor Bolt Embedment EMBED ANGLE CROSS SECTION Identifier Angle Size Anchor Bolts Diameter Type Length (in.) (in.) SECTION VIEW EP1 L4x4x3/8 x 8" 2 5/8" HAS 6" PLAN VIEW 4 EMBED PLATE AND ANGLE SCHEDULE & DETAILS 5 TYPICAL DOUBLE STEEL BEAM SHEAR CONNECTION Z S5.03 SCALE: 1" = 1.-0" S5.03 SCALE: 1" = 1'-0" 0 a NON-SHRINK NON-SHRINK GROUT ANCHOR BOLTS PER BASE GROUT ANCHOR BOLTS PER BASE LLu TOP OF - f PLATE SCHEDULE TOP OF 'I' jPLATE SCHEDULE HEAVY HEX NUTS & CONCRETE (HEAVY HEX NUTS & 0 CONCRETE \ in J CO ....______ \ f WASHERS \ _ _ WASHERS O 1-ctw z I-J w�~ 4 x DIAMETER, Lu w5 m g. I- MIN. w 16 z N v ��THREADED ROD W/ HIL T/ z Q v L BEND ON w Z Q w EMBEDDED END wwmN HIT-HY200 ADHESIVE wwm ,I-- — — ANCHORING SYSTEM INSTALLED �J ` I ISSUE Town of Vail Permit Set PER MANUFACTURER'S SPECIFICATIONS. ADHESIVE ANCHOR IN EXISTING CONCRETE HOOKED ANCHOR IN NEW CONCRETE DRAWN BY: i/P CHECKED BY: MN bf + 2" = BEAM FLANGE WIDTH +2" H.A.S. PER CONSULTANT NON-SHRINK = SCHEDULE GROUT ANCHOR BOLTS PER BASE 6" TOP OF NI,____ _ f PLATE SCHEDULE 1)c CONCRETE ;n — ,�, HEAVY HEX NUTS & U �,�=,1 WASHERSBP7 I ;N 118 West Sixth Street, Suite 200 w I- o Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com o=o_o GAGE ill COZ N i HEX BOLT HEAD OR DOUBLE I 3/a" STIFFENER PER w E m N HEAVY HEX NUTS ON 1, PLATE EA. SIDE OF AISC LONG SLOTTED ,I.— I� EMBEDDED END / 12„ 2, WEB HOLES FOR A325 I BOLTS TO BEAM SHEET TITLE FLANGE 10" Building 1 - Steel HEX ANCHOR IN NEW CONCRETE 1/4 \ 3 S/DES, Framing Details BASE PLATE & ANCHOR BOLTS 1/4 glirPER BASE PLATE SCHEDULE 1Y4" 1Y4"A307 BOLTS W/ / (2) - 1/2'0 A325N `V NUTS & WASHERS BOLTS, (1) EA. SIDE B P 5 x 10 ® © � � 2" X-STRONG PIPE (0.D.=2.88') PER WOOD FRAMING ® p Q OR 1"x4" PLATE F 1 DETAILS ts , \ I �` 1" MIN. w 1" NON-SHRINK I_IL -i N. - GROUT NON-SHRINK REVISION GROUT I - _ 3 TOP OF II II 1-D-w m - HEADED ANCHOR v 1 1 HEAVY HEX NUTS Zwi-w / 1'-5" I / CONCRETE l 0 -r �� .., 1-1-1°-g 51 STUDS PER m �,•,_„•,� & WASHERS o o_o SCHEDULE m I- LLI L0 f \Frw BOLTSN f4Y4f44Y w ~ m m l ' -BASE PATESCHEDULE w 14-3 N \ IzLLI a = ,z--HEX BOLT HEAD OR DOUBLE a -wNN - 'QHEAVY HEX NUTS ON 1. 0 0 0 \wJIu c � "' "' BEAM BASE PLATE ON CONCRETE WALL 44 8Y2" 2"U � WOOD COLUMN BASE PLATE ON CONCRETE B P 7.2 5 x 17 0 0 m J2 234" / / Base Plate Schedule ,Y4 // N BASE PLATE SCHEDULE & DETAILS Thickness # of Anchor Bolt Anchor Bolt Embedment 1---,\6 Base Plate Identifier (in) Anchor Diameter (in.) Type Length (in.) \ t ,z..1 S5.03 SCALE: 1" = 1.-0" Bolts1:0.3 ,n BP7 1/2" 2 5/8" HAS 6" \ PROJECT NUMBER BPS,10 1/2" 4 5/8" HEX, HOOK, OR 7„ BP5.5x5.5 i0 SUE DATE 201505/30/107 ADHESIVE ii2 BP7.25x17 1/2" 6 5/8" HEX 12" f 5Y2 / SHEET NO. aBPS.5x5.5 1/2" 4 1/2" HEX, HOOK, OR 7» TOWN OF VAI L a ADHESIVE N PERMIT SET S5 . 03-01 M