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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W! (14) 10d x 1 1/2" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8)10d 11 1/2"HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ 1Dd 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 BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
<br />CONNECTERS ARE TO BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
<br />CONCRETE LINTELS.
<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 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 />or=8� ln�
<br />REMARK
<br />1Q
<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 / T.O.S = TOP OF SLAB
<br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
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<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
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<br />TOP
<br />MID
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<br />SPACING
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<br />MASONRY
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<br />(1)#5
<br />NIA
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<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
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<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
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<br />I
<br />SAFE UPLIFT LOADS
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR.
<br />(#) THE
<br />REDUCTIONS
<br />NUMBERS
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<br />FOR GRADE
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<br />REBAR.
<br />• ALL VALUES TARN FROM 1aAFE LOADTASLES' 13Y CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTaERS TO MEET OR FXC®VN.UES STATED ABOVE
<br />• ALL PRECASTPRODIICTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4 OF SEARING PAST EACH SIDE OF WWDOWOPENNG
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATiOWCASTE-CRETE
<br />DIVISION ACCEPTANCE #: 1"126.03
<br />F� —____ 8F16.1T/OMIOB— — — — — — — — — 8F76-1T/OM/OB------------8F76-1T/OMlOB ,____
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<br />♦♦
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<br />UNO, PROVIDE BB1 WHERE
<br />ROOF TRUSSES BEAR, TOP
<br />OF WALL EL. 8'-0". UNO.
<br />8RF14-
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<br />1 8F16-1T/0M/0B 146
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<br />L------------- `:::::--L ------
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = l'-W
<br />8F20-lT/0W0B
<br />>i
<br />1
<br />1
<br />1
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<br />1441 N. RONALD RFAGAN B(
<br />LONGWOOD, FL 327W
<br />PH: 407-774,6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />L AA g: 0003325
<br />L4Wb
<br />kV ab IAT:TT PARKT #35#9CT�1000-35091c
<br />EAB2—ARIA"
<br />1IIIJG:IGHT
<br />PAGIC:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />160 MPH EXP. C
<br />PRII�T 3/14/20
<br />DATw•
<br />8CALw: 1/4"=1'-0"
<br />BBwwT
<br />111 s2
<br />
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