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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 W (i)10d x 1 12"HDG NAILS,
<br />SMALLJACKS < 9' MAY BE NAILED W (10)d x 1 12• HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD:
<br />USP RT18A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL HOLES.
<br />2. ALL PLYWOOD FOR WALLAND 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. UNTELS 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 />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 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 ,g218" O.C.
<br />10. TRUSS REACTIONS AND UPLIFTS SHOVIM 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 />OPTION
<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. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />l l)
<br />LOT
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BBt
<br />MASONRY
<br />3000
<br />(1)#5.
<br />(1)#5
<br />WA
<br />GROUTED SOLID
<br />BB2
<br />MASONRY
<br />3000
<br />(1)#s
<br />N/A
<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOAD5
<br />FOR
<br />8" PRECAST
<br />8 PRESTRESSED
<br />U-LINTELS
<br />SAFE LATERAL LOADS
<br />8" PRECAST 8 PRESTRESSED
<br />FOR
<br />U-LINTELS
<br />I
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />8 PRESTRESSED
<br />U-LINTELS
<br />alal�Mq
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
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<br />0-4-IPE
<br />SA
<br />P LFOAD
<br />SAFE
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<br />PER
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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 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR
<br />- ALL VALUES TAM FROM TAPE LOAD TABLES' BY CASTCRETE MAY 2M EDITION • PRECINCT PRODUCTS BY MORE TO MET OR EXC INVALIES STATED ABOVE
<br />ALL PRECAST PRODUCTS AM TO BE INSTALLED PER 1MMIFACTLIM SPECIFICATIONS • PROVIDE NmNU# 4'OF WART 3 PART EACH INDS OF WMDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATIONZASTE-CRETE
<br />DIVISION ACCEPTANCES: 16-0128.03
<br />FIRST FLOOR LIFT BEAM PLAN
<br />SCALE: 114" = 1'-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL.32750
<br />PH: 407-774.6078
<br />FAX:407-7744078
<br />www.abdoeigngroup.eom
<br />AA R: 0003325.
<br />sumorv. O/ Low
<br />SILVERAD0
<br />LOT #12
<br />BLK" #12
<br />04128.002-12121
<br />MODRU
<br />4EHB
<br />"2605— HAYDEN"
<br />GARACis s1►ENCk
<br />RIGHT
<br />PALM
<br />FIRST FLOOR
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />L AR W 977M A
<br />D � 11/15/18
<br />sCALM 1/4"=1'-0"
<br />stm "
<br />s2
<br />
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