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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTA18 W (9)10d x 1 10 HOG NABS.
<br />SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1,2" HOG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA WI (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
<br />USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
<br />2. ALL PLYWOOD FOR WAU. 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 LINTEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />8. 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 (41.
<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 ENGINEERS 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 P8S38, .177" x 2 7/8" LONG, WITH WASHER a 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 V-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />OrwRi 7TON
<br />REMARK
<br />0
<br />12) 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.$ = TOP OF SLAB
<br />ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FRCM EACH SUPPORT, T.O. =THROUGHOUT
<br />MARK
<br />DESCRIPTION
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<br />SIZEREMARKS
<br />REINFORCEMENT
<br />STIRRUPS
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<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB!
<br />MASONRY
<br />3000
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<br />"CAST-CRETEO
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
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<br />U-LINTELS
<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
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<br />SAFE UPLIFT LOADS FOR
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />REBAR.
<br />(9) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR.
<br />-ALL VALUES TAKEN FROM 'SAFE LOAD TAKIW BY CABTCRM MAY ES" EDITION • PRECAST PRODUCTS BY MM TO MEETOREXCEEDVALUEB BTAIMAOM
<br />-ALL PRECAST PRODUCTS ARE TO SE INSTALLED P6RiMNUPACTURa6 SPIECIFICA71010 •PWMEMM MLPA40FWARMOPASTFACHBe7EOFW MWOPB7MN6
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATIONCASTE-CRETE
<br />DIVISION ACCEPTANCE M 18-0126.03
<br />8F78-1T/0MA)B L-------w--J 8F28-IT/1M/0B
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" - V-D'
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />wwwAbdesWigroupcom
<br />L AA e: 0003325 J
<br />anon.
<br />oulmly as LOT:
<br />SILVERADO
<br />LOT #10
<br />BLK. #11
<br />PllOJECTAI
<br />MODEL:
<br />4ENB
<br />"1751—NEUVILLE"
<br />GARAGE SWING:
<br />RIGHT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />D � 10/23/18
<br />scALE: 1/4"=1'-0"
<br />mHzzT S2
<br />
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