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Home My WebLink AboutAPPROVED 2006317-3 LYLES 600 NW WINTYER CREEK RD PALM CITY FL(EFILE)_Part3CA 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.3PROJECT NO. 2006317-304/08/202001/22/2021KMM2 x 62 x 52 x 32 x 42 x 72 x 82 x 92 x 10BEAMQTY EACH SIDE/SIZE4/125/125/126/127/128/149/149/14MAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C. TYP.PURLIN1"x2" SNAPNOTCH COLUMN AS REQ’D.COLUMN PER PLAN(TOP OR BOTTOM)1"x2" FASTENED TO COLUMNSCREW BOSSES FOR SMBOR SNAP COLUMN1−1/2"x 1/16" PLATEw/(2) #10x1−1/2" SMS INTO2"x2" EDGE BEAMINTO SCREW BOSSESCONNECTING EDGEBEAM TO PURLIN(12) #12x1" SMS@ 1" SPACING(2) #10x3" SMSUPRIGHT1x2 OPEN BACKEXTRUSIONEAVE RAIL − SEE PLAN(2) #10x2" SMS THRU 1x2 INTOEAVE RAIL EACH SIDE OF COLUMN2"x2"x.063" − DIM. TO MATCH PURLINSIZE RECEIVING CHANNEL(2) #12 SMS INTERNAL TO EAVERAIL (3) #12 EACH SIDE INTO PURLINALTERNATE HEADER CONNECTIONWHEN Z−BAR IS USED − FASTENZ−BAR TO COL/HEADER AT EACHCORNER AND 18" O/CALTERNATE BASE PLATE CONNECTION(INTERNAL) w/(2) #10x2" SMSFASTEN TOP OF HEADER TO INTERSECTINGMEMBER w/(2) #10 SMS w/1"PENETRATION INTO SCREW BOSS OFMEMBER − TYP. BOTH SIDESATTACH MEMBER TO BASE PLATE*ALL MEMBERS PER PLAN PAGE 2*MEMBERS VARY PER PLAN PAGE 2EDGE MEMBEROR PURLINBRACEPURLIN(2) #10x2"INTO BEAMBEAM0.0625" 6063−T6 FLAT PLATEEDGE DISTANCE, PLATE MAY BEFASTENED INTERNALLY TO BRACEw/(8) #10x3/4" SMS, MIN. 1/2"(2) #10x3" SMS INTO SCREWBOSSES FOR EDGE MEMBEREDGE MEMBEROR PURLINCOLUMN PER PLANSNOTCH PROFILE MAY VARYTO PERMIT CORRECT # SMSQTY PER TABLE DBEAM PER PLANNOTCHED TO RECEIVECOLUMN WITHINSMS, (EACH SIDE)*HORIZONTAL OR SLOPED(4) #10x2" SMS INTOSCREW BOSSESPURLINMEMBER1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN & 24" O.C. MAX. 1−1/4" PENETRATION INTO UNDERLYING FOOTINGINSTALL BRACETO CORNERUPRIGHT, BEAM−SNAP,SELF MATING, OR HOLLOWDETAIL "G" − SLOPED PURLINCONNECTION SCALE: N.T.S.ALTERNATE DETAIL "G" SLOPEDPURLIN CONNECTION SCALE: N.T.S.DETAIL "F" − DOOR JAMB & HEADERCONNECTION SCALE: N.T.S.DETAIL "C" − GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: N.T.S.DETAIL "D" − ROOF BRACING CONNECTION SCALE: N.T.S.DETAIL "E" − UPRIGHT TO BEAMCONNECTION SCALE: N.T.S.FASTEN HEADER w/(2) #10x3"INTO SCREW BOSS OF HEADERDOOR JAMBPER PLANw/(2) #10x3" SMS INTO SCREWBOSS OF BASE PLATEATTACH BASE PLATE TO MEMBERPURLINDETAIL "B" − 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: N.T.S.6"1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 24" O.C. MAX2 − #12 SMS1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)2 @ 1x2 BASE2 @ SLAB (BEYOND)FRONT VIEW1/4" MASONRY ANCHORAT EACH ANGLE3000 PSI CONC. SLAB/ FTG.6x6−10x10 WWM OR FIBERMESH1/4" DIA. TAPCON SCHEDULE3/8" DIA. TAPCON SCHEDULE2X32X42X52X62X72X82X92X10UPRIGHT2X32X42X52X62X72X82X92X10UPRIGHT(2) 1/4" TAPCON/ (4) #12(2) 1/4" TAPCON/ (4) #12(3) 1/4" TAPCON/ (6) #12(3) 1/4" TAPCON/ (6) #12(4) 1/4" TAPCON/ (8) #12(4) 1/4" TAPCON/ (8) #12(5) 1/4" TAPCON/ (10) #12(2) 3/8" TAPCON/ (4) #12(2) 3/8" TAPCON/ (4) #12(2) 3/8" TAPCON/ (6) #12(2) 3/8" TAPCON/ (6) #12QTY. TAPCON/ QTY. #12 SMS E/SNOTE: IF PAVERS AREPRESENT, CONCRETEANCHORS SHALLPENETRATE INTOFOOTING 2−1/4" MIN.(TYP.)NOTE: WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION MIN 2−1/4" INTOSTRUCTURAL FRAMING BENEATH (TYP.)1"x2" O.B. BASE PLATE−TYP.SELF−MATING ORANCHOR EMBEDMENTSNAP SECTION TYP.PER PLANSIDE VIEW1/8"x2"x2"x ANGLE5032 H−32 ANGLE3000 PSI CONC. SLAB/ FTG.6x6−10x10 WWM OR FIBERMESH2" MIN. ANCHOR SPACINGWHEN GREATER THAN 2x4 UPRIGHT IS USED SEE TAPCON SCHEDULE ABOVESCHEDULE BASED ON 2−1/4" MIN. CONCRETE ANCHOR EMBEDMENTSCHEDULE BASED ON 2−1/4" MIN. CONCRETE ANCHOR EMBEDMENT(1) 1/4" TAPCON/ (4) #12 (1) 3/8" TAPCON/ (4) #12ALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDTABLE "D"ANCHOR EMBEDMENT2−1/4" MIN. CONC.1−1/4" MIN. CONC.(2) − #12 SMS INTO COLUMN1/4" MASONRY ANCHOR EACHANGLE − EACH SIDE COL.QTY. TAPCON/ QTY. #12 SMS E/S(4) 3/8" TAPCON/ (8) #12(3) 3/8" TAPCON/ (6) #12(3) 3/8" TAPCON/ (6) #12FLASHING1"x2" FASTEN TO COL. (INTERNAL)EAVE RAILS ABOVE W/ #10X1−1/2" SMSW/(2) #10x1−1/2" SMS, FASTEN TO24" O.C. AND 6" FROM END.DRAWN BY: