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<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF:
<br />USP HTA18 W/ (9) 10d x 1 12"HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 12' HDG NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 1Od 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 NTH
<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. UNTELS 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 REVIEWAND
<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 />c*,RmpnON
<br />REMARK
<br />O
<br />(2) 2X8
<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 CENTER, F.E.S. =FROM EACH SUPPORT, T.O.=THRWGHWT
<br />MARK
<br />DESCRIPTION
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<br />w ZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />STM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB7
<br />MASONRY
<br />3000
<br />8x8
<br />(1)#5
<br />N/A
<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
<br />& PRESTRESSED
<br />U-UNTELS
<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
<br />FOR
<br />U-LINTELS
<br />I
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
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<br />SAFE
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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
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<br />-ALLVAU2ESTAREN FRW WIFE LOAD TABLES' SV CASTCREM MAY2016 EORION-PRE)OAST PRODUCTS SY OTHERSTO AEETORE)LCEED VALUES STATED ABOVE
<br />-ALL PRECASTPHOMICTS ARE TO SE a1STALM PERAWAIFACRBIES SPECIFICATIONS-PROVIOE MNB61M4.OF SEARING PAST EACH SIDE OF VNIUM OPEtMa
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORA TION-CASTE�CRETE
<br />DMSION ACCEPTANCE #: 16-0126,03
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = V-C'
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />w .abde lgngmup.wm
<br />L AA a: 0003325
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<br />stnwly 19 LOT.,
<br />SILVERADO
<br />LOT #21
<br />BLK #7
<br />PROJECT212
<br />04128.002-21071
<br />MODELA
<br />4ENB
<br />"1751-NEUVILLE"
<br />GARAGE sl/ING:
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />50 MPH EXP.
<br />PRINT
<br />DATE: 06/04/19
<br />.E2 8CAL1/4-=1'-0"
<br />B*IEET
<br />s2
<br />
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