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<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF:
<br />USP HTA16 WI (9) 10d x 11,7 HDG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED W/ (10)1 x 1 12" HDG NAILS,
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10) t Od x 110 HOG NAILS,
<br />WOOD TO WOOD:
<br />USP RT18A OR LUGT2 WI 1Od x 1 12" HDG NAILS, FILL ALL HOLES.
<br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
<br />SCHEDULE.
<br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
<br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
<br />MANUFACTURER'S SPECIFICATIONS.
<br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
<br />ARE TO MATCH CONNECTOR FINISH.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
<br />CLEAR SPAN OPENINGS.
<br />7. UNTELS SHALL HAVE 4' NOMINAL BEARING (4-).
<br />S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
<br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
<br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
<br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
<br />APPROVAL.
<br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
<br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER (M16" O.C.
<br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
<br />UNLESS OTHERWISE SHOWN DIFFERENT.
<br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
<br />RATIONAL ANALYSIS.
<br />12. ALL ELEVATIONS ARE REFERENCED FROM O-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A -TOP OF ARCH / T.O.S = TOP OF SLAB
<br />ABBREVIATIONS E.E. = EACH END, O/C = ON
<br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />(re)
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
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<br />SPACING
<br />Bel
<br />MASONRY
<br />3000
<br />8.8
<br />(1)#5
<br />N/A
<br />GROUTED SOUD
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
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<br />SAFE LATERAL LOADS
<br />8" PRECAST & PRESTRESSED
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<br />PRECAST
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<br />REDUCTIONS FOR GRADE
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<br />-ALLPRECASTPRODUCTS ARE TOM INSTAMED PER NIANUFACTtIMS SPEGFICATION6-PROVDE M9SMUM COF SEARIq PART SIM SM OF 1NIM OPINM
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE
<br />DIVISION ACCEPTANCE #: 18-0126.03
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<br />LIFT BEAM PLAN
<br />SCALE: 1l4" = 1' W
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdoeWigroup.com
<br />AA e: 0003326
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<br />04128 0 -60061
<br />HODMA
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<br />"1828-CALI"
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<br />LEFT
<br />PALM
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />P DTM 3/11/19
<br />WCA7 . 1/4"=1'-0"
<br />NICE=
<br />s2
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