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CERT OF OCCU Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Page 8 Page 9 Page 10 Page 11 Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 Page 25 Page 26 Page 27 Page 28 Page 29 Page 30 Page 31 Page 32 Page 33 Page 34 Page 35 Page 36 Page 37 Page 38 Page 39 Page 40 Page 41 Page 42 Page 43 Page 44 Page 45 Page 46 Page 47 Page 48 Page 49 Page 50 Page 51 Page 52 Page 53 Page 54 Page 55 Page 56 Page 57 Page 58 Page 59 Page 60 Page 61 Page 62 Page 63 Page 64 Page 65 Page 66 Page 67 Page 68 Page 69 Page 70 Page 71 Page 72 Page 73 Page 74 Page 75 Page 76 Page 77 Page 78 Page 79 Page 80 Page 81 Page 82 Page 83 Page 84 Page 85 Page 86 Page 87 Page 88 Page 89 Page 90 VERIFY ALL DIM`s., WALL & COL. HGT`s. , GIRDER ,CLG. COFFER CLG. & COL. LOCATIONS, END DETAIL , PITCH , FASCIA , O.H & CANT. DIM.`s SOME DOWN FRAMING REQ. BY BLDR. @ DROP CLG. , CLG. CHANGE & COFFER CLG. AREAS INDICATES LEFT END OF TRUSS WHEN REVIEWING ENGINEERING SHEETS THIS WILL BE THE LEFT SIDE OF THE PAGE - END A- CONN. ROOFFLOORUPLIFTGIRDERTRUSS HANGER ID 2x6 12-10dx1 1/2" A THD26 30602645226518-16d 2x8 B 16-10xd1 1/2" THD28 44854115233028-16d END DETAIL A 2x6 C THD26-2 33552770234018-16d12-10d 2x6 D THDH-26-2 52454375234020-16d8-16d 2x6 E THDH26-3 52454375234020-16d8-16d F 2x8 THD28-2 APPROVED TRUSS ANCHOR BY BUILDER 50054310259528-16d16-10d 2X4 MINUMUM TOP AND BOTTOM CHORDS 2x8 G THDH28-2 80257360333036-16d10-16d SQUARE CUT OVERHANG H 2x8 THDH28-3 78357595437036-16d12-16d - END A- 2x6 I THD46 31752540228518-16d12-10d 2x6 J HJC26 3490-----213516-16d5-10d 12 2x6 K SKHH46L/R 21001680134512-16d6-16d 5 2x6 12-10dx1 1/2" L SKHH26L/R 18901510219018-16d 2x6 4-16dx2 1/2" M 4-1/16" SKHH26L-2/R-2 2100168089512-16d HEEL N 0 2x8 O GTWS2T 109008720834522-WS316-WS3 2x8 P GTWS3T 12470111001249028-WS324-WS3 2X8 KNEE WALL 2x8 Q GTWS4T 12470111001249028-WS324-WS3 2'-0" CONN. R ST22 OR EQUAL ----------14209-16d9-16d BY BLDR. UNLESS NOTED OTHERWISE S EXISTING BEAM T X END DETAIL B END DETAIL C Y Z CONN. BY BLDR. APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINUMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG 12 5 8-13/16" HEEL KNEE WALL 2'-0-3/4"1'3-1/4" UNLESS NOTED OTHERWISE EXISTING BEAM END DETAIL D - END B- - END B- FOR APPROVAL PURPOSES ONLY. DO NOT USE TO SET TRUSSES UNLESS STAMPED «FINAL» HERE 4/7/20214/15/20214/19/2021 C a r l G . F o r b e s P . E . # 2 0 6 9 9 1000 S. Dixie HWY W. Pompano Beach Fl 33060 CUSTOMER NAME - END C- A3 JOB NAME JOB ADDRESS DATE 1/17/2021 JOB A4 # TRUSS PLACEMENT PLAN EG