HomeMy WebLinkAbout2006317-5 LYLES 600 NW WINTYER CREEK RD PALM CITY FL(FINAL)(EFILE)_Part4CA 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, FLThis 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.4PROJECT NO. 2006317-503/18/202004/08/202001/22/2021KMMNOTE FINSTALL FASTENERS ALONG PERIMETER OF GUSSET−BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERSMAY BE STAGGERED TO INSURE PROPERQUANTITY PER TABLE B−1FASTENER PATTERN MAY APPEAR DIFFERENTFROM ILLUSTRATION.MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROMBEAM JOINT OR EDGE OF BEAM LAPFASTENERS MAY BE EVENLY SPACED AROUNDEDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.FASTENERS MAY BE STAGGERED TO INSUREPROPER QUANTITY PER TABLE B−1(9) #12(9) #12(9) #12(10) #12(14) #12(14) #14(15) #14(16) #14(14) #14(12) #12(10) #12(7) #12(5) #122 x 62 x 52 x 4(5) #122 x 72 x 82 x 92 x 10FFFFFFFFBEAMSIZECOL. TOBEAMQTY SMS/SIDE OF COL.BEAM TOBEAMQTY SMS/FACE/SIDETABLE B−11/8" STAINLESS STEELBRAIDED CABLEEYEBOLT FORCABLE TENSION(9) #10x2" SMSPERIMETERFRAMING1/8" PLATE ON 45° ANGLEOR 1/8"x2"x2" ANGLE w/(4)#12 SMS INTO EACHINTERSECTING MEMBER1/8" STAINLESS STEELBRAIDED CABLE3/8" DIA x 3" EMBEDCONC. SCREW ANCHOR(TAPCON OR EQUAL)3000 PSI CONC.6x6−10x10WWM OR FIBERMESH4" MIN. SLABw/FOOTING1.5"x5.5" ALUM. STRAPMASONRY ANCHOR(TAPCON OR EQUAL)3000 PSI CONC.6x6−10x10WWM OR FIBERMESH4" MIN. SLABw/FOOTING40° MIN.60° MAX.40° MIN.60° MAX.w/(2) 1/4" DIA. x 2−1/4"STRUCTURAL GUTTERGIRTTOP VIEW2x2x1/8" ANGLE w/(2)#12 SMS EA. LEG1/8"x2"x4" STRAP(2) #12 SMS INTO BEAM(2) #12 SMS INTO GUTTERGIRT(2) GUTTER BRACESEACH w/(2) #12 SMSWOOD SCREWS INTO FASCIAINTO GUTTER & (2) #14 X 2"FASCIA1/8"x2"x4" STRAP(2) #12 SMS INTO BEAM(2) #12 SMS INTO GUTTERSTRUCTURAL GUTTERGIRTINTO FASCIA(2) #14 WOOD SCREWSGIRTSMBSMBSIDE VIEW2x2x1/8" ANGLE w/(2)#12 SMS EA. LEG(2) #12 SMSWHEN BEAM & PURLINHIT ON CORNER −FASTEN OUTSIDE OFBEAM & PURLINw/ 1/8"x2"x2" ANGLE& (4) #12 SMS EACH LEGFASTEN INSIDE CORNER(BEAM TO PURLIN)w/ 1/8"x2"x2" ANGLEw/(2) #12 SMSINTO EA. MEMBER(BEAM & PURLIN)GUTTERGUTTER.050" GUTTER STIFFNERFASTEN TO FASIA w(2)FASTEN TO GUTTER w(2)#12 SMS#14x2" WOOD SCREWGUTTERSTRUCTURALFASCIA (2"x6" MIN. EXISTING)WOOD SCREW(2) #14x2"(2) #12 SMSFASTEN GUTTER TOFASCIA w/ #14x2"WOOD SCREW 18" O.C.GIRT#10 SMS WITHIN 6"OF BEAM & 24" O.C.GIRT FASTENED INTERNALLY AT EACH ENDw/ #10x1.5" EACH SCREW GROOVE. FASTENTO BEAM w/ 2x2x.125 ANGLE (2) #12 SMSINTO BEAM & (2) #10x1.5 THRU ANGLE INTOGUTTER WHERE NO GIRT IS PRESENT, ATTACHANGLE DIRECTLY TO GUTTERFOR BEAMS ABOVE 2x8 INSTALLGUTTER BRACE AT MIDPOINTBETWEEN BEAMS & INCLUDE 2"GUTTER BRACE AT EACH BEAMLOCATIONSIDE VIEWTOP VIEWBEAM(2) #12 SMSw/(2) #12 SMSEACH LEG2"x2"x1/8" ANGLECLOSE BOTTOM OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/(2) #12 SMSEACH SIDE OF BEAMFOR BEAM OVER 2x5.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTERINTERNALLY w/(2) #12 SMSALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTOBEAM & (2) #12 SMS INTO STRUCTURAL GUTTER2x2x1/8" ANGLEEA. SIDE OF BEAMw/(2) #12 SMSEACH LEG EACH SIDE3/16"−5052−H32 GUSSETINTERNAL OR EXTERNAL8" INTO EA. SIDE TYP.(2X10SMB ILLUSTRATED)DETAIL "I−2" CABLE CONNECTIONAT CORNER SCALE: N.T.S.DETAIL "I−1" CABLE CONNECTIONAT FOUNDATION SCALE: N.T.S.DETAIL "K" GUSSET CONNECTIONSCALE: N.T.S.DETAIL "H" BEAM TO GUTTERCONNECTION SCALE: N.T.S.DETAIL "M" BEAM & PURLIN TO GUTTERCONNECTION SCALE: N.T.S.DETAIL "L" CORNER GUTTERCONNECTION SCALE: N.T.S.FOR GUTTER TO FASCIA:(1) #14 @ 18" O.C.FOR GUTTER BRACE/ STRAP:(2) #14 EA. STRAPSEE TOP VIEWDRAWN BY:REVISION 3: 01/31/2022