HomeMy WebLinkAboutAPPROVED 2006317-3 LYLES 600 NW WINTYER CREEK RD PALM CITY FL(EFILE)_Part2CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:PAGE :SCALE: NTSCONTRACTOR:PROJECT ADDRESS:LYLES 600 NW WINTERS CREEK RDPALM CITY, FL2REVISION 2:REVISION 1: 04/08/2020KMMDRAWN BY:This 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.PIONEER SCREEN LLC40'‐0"16'‐0"12'‐0"8'‐0"13'‐6"6'‐6"6'‐6"6'‐6"3'‐11"1'‐6"23'‐5"7'‐0"3'‐2"5'‐6"1'‐6"6X6X.1256X6X.1256X6X.125HOST 18" O/H STRUC. GUTTER1X3 TYP.3'‐0"3'‐0"6'‐8"6'‐8"6'‐8"6'‐8"6'‐8"6'‐8"6'‐4"6'‐4"3'‐4"2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB2X8SMB3X21X31X31X31X31X31X319'‐4"7'‐0"3'‐6"23'‐6"1'‐6"3'‐4"1'‐6"2X6SMB2X6SMB3X23X23X21X31X31X31X32X32X3 TYP.2X3 TYP.2X3 TYP.1X3 + 3X226'‐6"25'‐0"FLATSCREEN03/18/2020TRANSOM @ GUTTERTRANSOM @ GUTTER2X3X.050 DIAG. BRACE TYP.3'‐0"11'‐0"5'‐10"5'‐10"4'‐0"3'‐6"7'‐0"5'‐4"5'‐4"1'‐6"10'‐8"3'‐0"5'‐4"5'‐4"1'‐6"1'‐0"2X32X32X31X31X32X3 DJ2X3 DJ3X23X21X3 TYP.3X21X3 TYP.1X32X4SMBHOST 18" O/H STRUC. GUTTERFLATSCREEN(2) 2X10 SMB C.B.NOTE USE SIMILAR DETAIL "ROOF BEAM TO C.B." PG‐5FOR NOTCHED UPRIGHT CONNECTION TO C.B. 2X3 DJ 2X3 DJ2X8SMB2X3PROJECT NO. 2006317-301/22/20211X3 + 3X22X3 TYP.2X6SMB2X6SMB2X6SMB2X6SMB2X6SMB12'‐0"2X42X42X42X42X4SIDE VIEW1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIP (SEE DETAIL "H" PAGE-4)TRANSOM AT GUTTER CONNECTIONDETAIL SCALE: N.T.S.COLUMN TO MATCH BEAM/PURLIN SIZE(U.N.O.) SEEPAGE-2BEAMS FASTEN PERDETAIL "E" SHT 3PURLINS FASTEN PER DETAIL "G" SHT 32"x2"x1/8" ANGLEw/(2) #12 SMSEACH LEG (TYP.)FASTEN 2"X2" TO GUTTERW/ #12 X 2-1/2" SMS @18" C.C. & EACH SIDE OF COL.EAVE RAIL SECTIONATTACHED TO BEAM W/ (4) #10 X 1-1/2" SMSINTO SCREW BOSS1X2 FASTENED TO EAVE RAIL SECTION W/#10 X 1-1/2"SMS WITHIN 6" OF COL.AND 24" C.C.2"X2" FASTENED TO COL.(INTERNAL) W/(4) #10X 1-1/2"SMS INTO SCREW BOSSES(2) #12x3/4" SMS(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"