HomeMy WebLinkAbout2006317-5 LYLES 600 NW WINTYER CREEK RD PALM CITY FL(FINAL)(EFILE)_Part5CA 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.5PROJECT NO. 2006317-504/08/202001/22/2021KMMDRAWN BY:EXTERIOR PLATE2"X2"X1/8" ANGLE X 4" LONGPROVIDE #14 X 1" INTO EACHMEMBER AS INDICATEDBELOW PROVIDE INTERIORANGLE ABOVE AND BELOWCHAIRRAIL2" X PURLINS ATTACH TO BEAM WITH MIN (4) #10 X 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER3/16" 5052-H32 GUSSET#14 SMS @ 1 1/4" O.C.1 1/4" (TYPICAL)GUSSET PLATEPER E-SERIESSELF MATINGBEAMPURLINCONTRACTOR TO INSTALL(2) #14 X 2" SMS THRU BRACEINTO BEAM THRU GUSSET PLATEDETAIL #2LATERAL "K"-BRACINGCONNECTION DETAILSLATERAL "K"-BRACINGCONNECTION DETAILSLATERAL "K"-BRACINGCONNECTION DETAILSNOTES:1. GUSSET DIMENSION ARE MINIMUM (2) REQ'D (1) EA SIDE OF BEAM - MAYBE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING3. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.2"(4) #14 X 3/4" SMSINTO POST1" X 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAX6"3/8" X LENGTH AS REQUIREDFOR 2 1/4" EMBED CONCRETESCREW ANCHOR INTOCONCRETECORNER POST W/ 1" X 2" @BACKSIDEFRONT VIEWA-4CP-1CORNER POST TO CONCRETE DETAILSCALE: NTS5/8"5"2 3/8"2 3/8"5"8"8"5/8"(TYPICAL)CORNER POST1" x 2" O.B.PATIO SECTIONEAVE RAILK-BRACE3" x 3" x 0.050" MIN., 6063-T6 ALLOYPLATE DR STRONGER (ONE SIDE) WITH(3) - #12 x 3/4" S.M.S. EACH SIDE ASSHOWN (3/8" MIN. PLATE EDGE DISTANCE& C-C FASTENER SPACING)CORNER POSTK-BRACEFOUNDATION(3) - #12 x 3/4" S.M.S.,EACH SIDE AS SHOWN(1/2" MIN. PLATE EDGEDISTANCE & C-CFASTENER SPACING)3" x 2" x 0.050" MIN., 6063-T6 ALLOYPLATE DR STRONGER (ONE SIDE)3/8" Ø CONCRETE ANCHOR (2 PLATES)IN LIEU OF TYP. 1/4" Ø CONCRETESCREWS FOR CORNER COLUMN2 x 2 x 0.093BRACE (TYP.)2 x 2 x 0.093BRACE (TYP.)K-BRACE2 x 3 x 0.070 CHAIR RAILK-BRACE6" x 5" x 0.050"6063-T6 ALLOY PLATE(ONE SIDE) OR STRONGERCOLUMNGIRT (CHAIR RAIL)(11 TOTAL) - #12 x 3/4"S.M.S. AS SHOWN (1/2" MIN.PLATE EDGE DISTANCE &C-C FASTENER SPACING)2 x 2 x 0.093BRACE (TYP.)2 x 2 x 0.093BRACE (TYP.)2"X2" X 1/8" X 4" ANGLEPROVIDE #14 X 1" INTO EACHMEMBER AS INDICATED BELOWNOTES:1. CONNECTION DETAIL AT EAVE RAIL SIMILAR6"2 1/4" MIN CONCANCHOR EMBEDMENT1/8" X 2" X 2" EXTRUDE ANGLE 5052H-32 ALLOY EA CORNER W/ (2) #14 X 2"SMS INTO POST & (1) 3/8" DIACONCRETE SCREW ANCHOR INTOCONCRETECORNER POST(2) #10 X 1 1/2" SMSTHRU SCREW BOSSESSLAB/FOOTINGSEE PLAN1" X 2" O.B. FASTENED TO CORNERPOST W/ #12 X 1 1/2" SMS AT 6" FROMTOP & BOTTOM RAILS TYPICALLY @ 24" O.C.SIDE VIEWCORNER K-BRACE DETAILSCALE: N.T.S.REVISION 3: 01/31/2022