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FRAMING NOTES
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTA16 VV/(9)10d x 1 117 HOG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 1Q" HOG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W1(10) 10d x 1 112". HDG NAILS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 Wl 10d x 1 112• HOG NAILS, FILLALL 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 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 />S. 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 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, .177" ° x 2 7/8"LONG, WITH, WASHER G 16" O.C.
<br />10. TRUSS REACTIONS AND UPLIFTS SHOVMI 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 />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,
<br />O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />(psi) fe
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x6
<br />(1)#5
<br />1
<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
<br />6 PRESTRESSED
<br />U-UNTELS
<br />SAFE LATERAL
<br />8" PRECAST 8 PRESTRESSED
<br />LOADS
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />8 PRESTRESSED
<br />U-UNTELS
<br />4CIw 0--
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />4CawP�ww
<br />SAP�F°^D
<br />�1.1•GI.P.
<br />SAFE
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<br />PER
<br />LINEAR
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<br />TYPE
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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
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR.
<br />•ALLVALUEBTAKIN FROM TABLES' BY LOAD TASY CASTCWM MAY Will EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STAIM ASOVE
<br />•ALL PREOASTPRODWMARE TO BE INSTALLED PER MANLFAcnm SPHCIFICATIONB • PWAMMSMM C OF SEARM PMr EACH 8M OF TNIIDOW OPMW
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.P. CORPORATIONCASTECRETE
<br />DIVISION ACCEPTANCE #: IM126.03
<br />L---- ====%.====——jL--------------mr-------m-- m—mJ
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = l'-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.ebdesWigroup.00m
<br />L AA #: 0003325 ,
<br />011111
<br />anon;
<br />evsn:v ae Lor
<br />SILVERADO
<br />LOT #9
<br />BLK" #11
<br />PllOJllCTp
<br />04 .0 —0 11
<br />1tGDSL
<br />4EBB
<br />"1828-CALL"
<br />GA1RAGa 811IING1
<br />RIGHT
<br />PALM
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />R10/23.11R/4"=1'—O"2
<br />
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