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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 1117 HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA WI (10) 1Dd x i 1/7' HDG NAILS,
<br />WOOD TO WOOD:
<br />USP R716A OR LUGT2 WI 10d x 1 1/2" HOG 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 />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 20 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 P8S36, .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 />HEADER SCHEDULE
<br />MARK
<br />DFAMIPTION
<br />REMARK
<br />O(2)2x6
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM
<br />/ B.O.L. -BOTTOM OF LINTEL / T.OA. = 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 />(PC
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
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<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x16
<br />(1) %6
<br />(1) 05
<br />N/A
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<br />(1) 05
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<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
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<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE
<br />DIVISION ACCEPTANCE 0: 16-0126.03
<br />—m-------------- a1--------------ww-4a1--
<br />UNO PROVIDE BB2
<br />WHERE ROOF TRUSSES
<br />BEAR. TOP OF WALL
<br />EL. 17'-4" UNO
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<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 114" = V-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
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|