HomeMy WebLinkAboutAPPROVED 2006317-3 LYLES 600 NW WINTYER CREEK RD PALM CITY FL(EFILE)_Part6CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:PAGE :SCALE: NTSCONTRACTOR:PROJECT ADDRESS:PIONEER SCREEN LLCLYLES 600 NW WINTERS CREEK RDPALM CITY, FL03/18/2020This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2006317-3KMMDRAWN BY:6POSTCARRIER BEAMVARIES2" FOR SINGLEHORIZONTAL BEAM4" FOR DOUBLEHORIZONTALBEAM OR 4"x4"6" FOR TRIPLEHORIZONTAL BEAM OR 6X6ROOF BEAM TO CARRIER BEAMCONNECTION DETAIL SCALE: NTS(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(6) #10x0.75" SMSEACH SIDE2"x2"x0.125"RECEIVING CHANNELOR ANGLE EACH SIDE(12) #10x0.75" SMS2 ROWS OF (6) FORRECEIVING CHANNELOR (6) EACH ANGLE1"x2" MEMBERFOR SCREENINGHORIZONTAL BEAMON ITS SIDE(IF REQUIRED)CARRIER BEAM TO POST DETAIL SCALE: NTSPOSTCARRIER BEAMTOP VIEWCORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTSFRONT VIEWPOST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTCARRIER BEAM(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTNOTES:1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.2. 4x4 POST TO HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.6"x6" POST CONNECTION DETAIL(INTERNAL BASE) SCALE: N.T.S.TOP VIEWFRONT VIEW(6) 3/8"x5" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.3-3/4" FROM EDGEOF SLAB/ FTG.1/8"x2"x2"x5-3/4"(LENGTH) ANGLE(INTERNAL)6X6 POSTPER PLAN(6) 3/8"x5" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.(4) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 1/4" DIA. MACHINEBOLTS w/ WASHERS1"4"1"FRONT VIEWTOP VIEW(4) 1/4" DIA. MACHINEBOLTS w/ WASHERS(6) 3/8"x5" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.3-3/4" FROM EDGEOF SLAB/ FTG.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3-3/4" FROM EDGEOF SLAB (TYP.)(3) 1/2" DIA. EXPANSIONBOLTS SEE NOTE #2THIS PAGE FOR BOLTPLACEMENT(4) 1/4" DIA. MACHINEBOLTS w/ WASHERS6X6 POSTPER PLAN2"x6"x0.125 ANGLE6"x6" POST CONNECTION DETAILSCALE: N.T.S.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH1"2"1"3-3/4" FROM EDGEOF SLAB/ FTG.4X4 COLUMN ALT. BASE ATTACHMENTDETAIL SCALE: NTSCOLUMN PER PLAN(4) 3/8"x4" TAPCON THRUBOTTOM LEG OF ANGLEINTO CONC.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERSTOP VIEWFRONT VIEW1/8"x2"x2"x3-3/4"(LENGTH) ANGLE(INTERNAL)(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 3/8"x4" TAPCONTHRU BOTTOM LEGOF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESHNOTE: FOR DOUBLE OR TRIBLE CARRIERBEAM, OUTSIDE WEBS SHALL OVERLAP4x4 POST OR NOTCH POST AS ABOVEFOR 6x6 POST. ALL CASES, CONNECTUSING MACHINE BOLTS DECRIBED ABOVE.CARRIER BEAM1"x2" MEMBERFOR SCREENING#10x1-1/2" SMS @ 24"O.C. MAX CONNECTINGTO 1"x2" CARRIER BEAM#10x1-1/2" SMS @ 24"O.C. MAX CONNECTINGTO 1"x2" POST2"x2" FASTENED TO CARRIERBEAM w/(2) #10x1-1/2" SMS INTOSCREW BOSSES EACH ENDROOF BEAM (SLOPED OR FLAT)(NOTE USE SIMILAR DETAIL FORNOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM2"x2"x0.125" ANGLEEACH SIDE TYP.2 x 62 x 52 x 42 x 72 x 82 x 92 x 10BEAMSIZE(4) #12 OR (2) # 16(5) #12 OR (3) # 16(5) #12 OR (3) # 16(6) #14 OR (4) # 16(8) #14 OR (5) # 16(7) #14 OR (4) # 16(9) #14 OR (6) # 16QUANTITY/ SIZE EA.LEG TO BEAMROOF BEAM TO C.B. W/1/8" ANGLE TABLE3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)