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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 HTA16 W/ (9)10d x 1 112" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10) 1Od x 1 1/2" HOG NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 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 LINTEL
<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 />B. 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, .17T" " x 2 7/8' LONG, WITH WASHER @ 1S" 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 />HEADER SCHEDULE
<br />MARK
<br />SIZE 6
<br />DESCRIPTION
<br />REMARK
<br />D
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB
<br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
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<br />-ALLVALUES TAKEN FROM •SAFE LOAD TAB" BY CASTC BETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR D� VALUES STATED ABOVE
<br />-ALL PRECAST PRODUCTS ARE TO BE INSTAURD PER SPEdRGTION8 • PROVIDE MINIMUM POF BEARING PAST EACH SIDE OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F,E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 16-012603
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<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = 1'-0'
<br />1441 N. RONALD REAGAN BLVD
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA 8: 0003325
<br />W
<br />S2
<br />is
<br />tq:
<br />ILL.
<br />40
<br />0
<br />eIVBDM AS LIOT:
<br />ABBOTT PARK
<br />LOT #2
<br />BILK #8
<br />PROJECT*
<br />04181.000-02082
<br />MODEU
<br />4EAB
<br />"1672—ARIA"
<br />GARAGE N WMG:
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />160 MPH EXP. C
<br />AR NO 93M I J
<br />aw� 11/20/19
<br />SCALE: 1/4"=1'-0"
<br />8*EcZT
<br />N. s2
<br />
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