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TRUSS ANCHOR <br />PER PLAN NOTES <br />2x SUB FASCIA <br />DRIP EAVE <br />FIBERGLASS SHINGLE ROOFING ON <br />SYNTHETIC UNDERLAYMENT <br />OVER SHEATHING <br />RI MANUFACTURED <br />12 WOOD TRUSS 2'-0"O.C. <br />77 5�— <br />/ ' ,— R-301NSULATION <br />FASCIA <br />SOFFIT <br />PRE -CAST CONCRETE <br />HEADER PER PLAN <br />WINDOW PER PLAN <br />PRE -CAST CONC SILL <br />5/8" CEMENT FINISH <br />#5 BAR IN FILLED CELL <br />PER PLAN TO ALIGN <br />WITH FOOTING DOWELS <br />8" CMU <br />W/4 WALL <br />FINISH GRADE <br />-', 1/2" CEILING BOARD <br />_ CONC POURED LINTEL <br />w/ (1) #5 CONT <br />WB <br />NOTE: DRYWALL, FURRING & <br />INSULATION MAY BE OMITTED <br />AT GARAGE WALL <br />1/2" DRYWALL ON ' 0 <br />r1x2 P.T. FURRING zo <br />16" OC. <br />/3/4" FOIL BACK INSULATION <br />4" CONCRETE SLAB 7 <br />FINISH FLOOR 7 / <br />II 6 MIL VAPOR BARRIER <br />COMPACTED SOIL <br />8x16" FOOTER WITH (2) #5 BAR CONT. <br />3" COVER <br />N <br />S1 TYPICAL WALL SECTION <br />FIBERGLASS <br />SHINGLE ROOFING ON <br />SYNTHETIC UNDERLAYMENT MANUFACTURED <br />OVER SHEATHING WOOD TRUSS 2'-0"O.C. <br />RI <br />TRUSS ANCHOR 12 <br />PER PLAN NOTES 51 <br />2x SUB FASCIA <br />8'-0" AFF 00 <br />DRIP EAVE BEAM CMU WALL , <br />1/2" CEILING BOARD p <br />a <br />(2) 2x 12 #2YP w/ 1/2" PLY LO <br />LO <br />FASCIA HUC4 0 <br />SOFFIT HETA20 w/5-10d AT EACH BEAM w/ 10-10d <br />(12) 1/4 x 2-3/4" TAPCONS <br />5/8" CEMENT FINISH" <br />"x8" CMU COLUMN <br />WA <br />w/ #5 BAR TO FTG. IN <br />FILLED CELL <br />FINI <br />4" CONCRETE S <br />Wpll� L11��,11.=:11=II'-11=11= <br />•• • <br />• <br />VERTICAL SCAB <br />2x6 #2SPF 48" OC <br />w/(4) 10d TOP & <br />BOTTOM or H5 <br />or HCLR/LL <br />IN PLACE OF <br />(4)10d <br />(3)10d com <br />TOENAIL EACH RAFTER <br />—RIDGE <br />COLLAR TIE <br />EVERY 3rd RAFTER <br />i RAFTER <br />TRUSSES <br />, 2 x 6 #2SPF RAFTERS i2 x 8 #2SPF RIDGE <br />SHEATHING (OPTIONAL) <br />BEVEL CUTS (OPTIONAL) <br />(3)10d com <br />RAFTER TO 2x4 NAILER <br />2 x 4 #2SPF NAILER SPAN 3 TRUSSES (min) <br />(2)16d/TRUSS (existing) <br />R,J CONVENTIONAL VALLEY ASSEMBLY <br />3011111111111111 <br />9-0 <br />7-00-00 <br />21-04-00 <br />TRUSS PLAN <br />SCALE: 1/4"= 1'- 0" <br />VO- <br />50-00-00 <br />7-00-00 <br />D <br />D <br />0 <br />D <br />v <br />D <br />D <br />D <br />I <br />S <br />v <br />O <br />O <br />O <br />O <br />N <br />v7 <br />ANCHOR SCHEDULE <br />1.5" TRUSS NAILS MAY BE USED ON SINGLE PLY RAFTERS <br />ALL TRUSSES USE ANCHOR #1 FOR CONCRETE WALLS UNLESS MARKEE <br />ALL RAFTERS, JACK & KING -JACK TRUSSES USE ANCHOR #35 FOR <br />FRAME WALLS UNLESS MARKED. <br />ALL TRUSSES USE ANCHOR #36 FOR FRAME WALLS UNLESS MARKED. <br /># SIMPSON # max uplift, Ibs <br />ANCHORS: TRUSS TO CONCRETE <br />1 HETA20 w/5-10d 1005 <br />2 HETA20 w/9-10d 1810 <br />3 2-HETA20 w/ 10-10d ea. 2500 <br />MISSED LINTEL STRAP REPLACEMENT: <br />MTSM 16 w/7-10d 860 <br />4- 1/4" TAPCONS <br />ANCHORS: TRUSS TO WOOD FRAME MEMBERS <br />35 H2.5A w/10-8d x 1.5 480 <br />TRUSS HANGERS <br />H1 HUS26 w/ 20-16d <br />H2 HUS28 w/ 30-16d <br />TRUSS LOADING CONDITIONS <br />ROOF TRUSSES <br />TOP CHORD LIVE: 20.0 <br />TOP CHORD DEAD: 10.0 <br />BOTTOM CHORD DEAD: 0.0 <br />TOTAL LOAD (PSF) 30.0 <br />STRESS INCREASE: 1.25 <br />SHEATHING: 1/2" CDX PLYWOOD <br />OR 7/16" OSB <br />OR 1 /2" T-111 <br />NAILING SCHEDULE: <br />8d COM OR BETTER. <br />4" OC ON EDGE <br />8" OC INTERIOR <br />WALL SHEATHING <br />WT (& GABLE END SHEATHING) <br />SHEATHING. 1/2" CDX PLYWOOD <br />OR 7/16" OSB <br />NAILING SCHEDULE. <br />8d RS. 6" OC <br />GABLE ENDS 4" OC <br />LZ) <br />ROOF SHEATHING <br />N <br />J <br />LO <br />.. <br />= <br />z <br />�:v� <br />LL <br />M <br />O <br />U) <br />w <br />0 <br />U_ <br />J <br />0 <br />L.L <br />=�=0 <br />J�: <br />z <br />Z <br />�QLLJ< <br />® <br />0 <br />�O�W <br />z <br />2 <br />� <br />U <br />co <br />ry <br />5 <br />•• <br />N <br />0 <br />LO <br />W <br />J <br />U_ <br />W <br />W Cn <br />� <br />Q J <br />w <br />p� <br />W <br />a- <br />Z <br />W <br />N <br />REVISIONS: <br />PAGE: 4 OF 6' <br />Lildon Engineering Company, Inc. <br />920 Sunset Shores Dr. <br />Minneola, Florida 34715 <br />.•��•A;,13t6, +� (352) 394-2590 Ph.& FAX <br />�• Q;�.•�GENg�c•••,•j--+� Cert. Auth. #2898 <br />No, 52583 •. c <br />TE OF .k <br />STA <br />;''Apt!. FL.OR�� •��i`�;' <br />•:Ss,ONAi.E;;•++ ebivary 15, 2018 <br />ams <br />Wayn . Block, PE#52583 <br />