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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 WI (9)10d x 1 1/2" HDG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED WW (10)d x 1 12" HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 1 Od x 1 12" HDG 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 />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />S. 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 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, POV,0ER ACCTUATED
<br />FASTENER, ZF 72 P8836, .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 />R1E$CRIA.
<br />REMARK
<br />I
<br />Q
<br />1 (2)2X8
<br />BEAM SCHEDULE
<br />RREEM
<br />INDICATES OPENING BELOW I 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
<br />If.
<br />SIZE
<br />SIZEREMARKS
<br />REINFORCEMENT
<br />STIRRUPS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x16
<br />0*
<br />(1)#5
<br />NIA
<br />GROUTED SOLID
<br />BB2
<br />MASONRY
<br />3000
<br />8x8
<br />(1)#6
<br />N/A
<br />GROUTED SOLID
<br />"CAST-CRET'E'
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
<br />8 PRESTRESSED
<br />U-LINTELS
<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-LINTELS
<br />4Gmt`Ga9w
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />C1a.4Ce9w
<br />SAFE
<br />L
<br />AD
<br />�IMFGNN
<br />SA
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
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<br />mom
<br />5948
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<br />IYPE
<br />LENGTH
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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 TAKEN FROM •SAFE LOAD TABLES' 13YCASTCRETE MAY 20,6 EDITION -PRECAST PRODUCTS BYOTHERS 70 MEET OR EXC®VAIAIE8 STATED ABOVE
<br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACRMffiS SPECIFICATIONS -PROVIDE 1*49S COF BEARING PAST EACH SIDE OF WINDOWOPENM9
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRE,E
<br />DIVISION ACCEPTANCE #IU126.03
<br />FIRST FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = 1'4r
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abda lgngmup.eom
<br />AA #: 0003325
<br />R
<br />y
<br />W
<br />O
<br />C
<br />aUDDIV. do LOT:
<br />SILVERADO
<br />LOT #8
<br />BLK- #11
<br />PROJECT*
<br />04128.002-08111
<br />MODEL:
<br />4EHB
<br />"2605— HAYDEN"
<br />GARAGE SWING:
<br />RIGHT
<br />PAGE:
<br />FIRST FLOOR
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />PRMRT
<br />DATM 10/23/18
<br />SCALE: 1/4"=1'-0"
<br />SHEET
<br />s2
<br />
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