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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF:
<br />USP 16 W/ (9) 10d x 1 12" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10)10d x 1 12• Hi NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR Li W/ 10d x 1 1/2" 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 U4TEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
<br />CLEAR SPAN OPENINGS.
<br />7, LINTELS SHALL HAVE 4• NOMINAL BEARING (4").
<br />8. 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16"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 0'-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />BEAM SCHEDULE
<br />RZZBM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM
<br />/ 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, TO. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
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<br />SIZE
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<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />REBAR.
<br />(#) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR
<br />-ALLVALUEE TAKEN FROM %M LOAD TAS(ES• BY GBTCREM NAY l010 MnM • PRECAST PRODUCTS BY OTHERS70 MEETOR EWM VALUES STATEDASOYE
<br />-ALL PRECAST PRODUCTS ARS TO SE ffWALLID PIRASWUFACTURES OMFICATIONS-PRMMllaaMCOFSEAPJMPANTL$ MSIDEOFWMMOPBM
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATIONCASTECRETE
<br />DIVISION ACCEPTANCE #: 16-0126.03
<br />L—M--M----------P------MIN-------4 V--M---M---A — III
<br />LIFT BEAM PLAN
<br />SCALE: 114" = 1'-0"
<br />1441 N. RONALD REAOANLVD. B
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407.7744078
<br />www.abd4miSngroupAom
<br />AA a: 0003325
<br />aa�
<br />Nil
<br />gumly as 111i
<br />ABBOTT PARK
<br />LOT #9
<br />BLK" #10
<br />PR JWT — 02
<br />MODIMA
<br />4EBB
<br />"1828—CALI"
<br />owluas s�,rlEEaT
<br />LEFT
<br />PAOI:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />160 MPH EXP. C
<br />
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