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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF:
<br />USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />• USP LPTA W/ (10) 10d x 1 1/Z' HDG NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 10d x i 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 WITH
<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. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
<br />MANUFACTURER SHOWN M STRUCTURAL PLANS.
<br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
<br />CLEAR SPAN OPENINGS.
<br />7. UNTELS 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 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, POWDER ACCTUATED
<br />FASTENER, ZF 72 PBS36, .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 />BEAM SCHEDULE
<br />RERRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA = 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 />(PSI)
<br />SIZE
<br />WxH,
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BBt
<br />MASONRY
<br />3000
<br />8X8
<br />(1)#6
<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-LINTELS
<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />SAFE
<br />LOAD -
<br />POUNDS
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<br />LINEAR
<br />FOOT
<br />SAFP
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<br />SAFE
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<br />TYPE
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
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<br />ARE PERCENT
<br />ADDED
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<br />(#) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
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<br />-ALL VALUER TAKEN FROM'SAM LOAD TAIEW BYCASTCREIE MAY20U EDITION - PRECAST PIMICT8BYO IERS TO MEETORD=M VALM STATED ABOVE
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<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE #: 16-0126.03
<br />Lim—m—mm-Amm—m--j Lm—m— mm—m— m1---------------J
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />I
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH:407-7746078
<br />FAX: 4O7-774.4078
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<br />AA #: 0003325
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<br />ABBOTT PARK
<br />LOT #3
<br />BLK. #8
<br />PROJECT111
<br />04181.000-03082
<br />1[ODEL•
<br />4EBB
<br />"1828—CALI"
<br />GARAGE BVIMOW
<br />RIGHT
<br />PA08:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />160 MPH EXP. C
<br />� ARCFI�IECT: 1
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