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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2' HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8) 10d x 1 10 HOG NAILS, WOOD TO WOOD:
<br />SIMPSON HI OA OR LGT2 W/ 10d x 1 1/2" HOG 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 BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
<br />CONNECTERS ARE TO BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
<br />CONCRETE LINTELS.
<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 />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 HILT[ X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER (d 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'-W, FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />BEAM SCHEDULE
<br />ZZURM INDICATES OPENING BELOW I 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
<br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
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<br />W,xH,
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
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<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
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<br />GROUTED SOLID
<br />"CAST—CRETE"
<br />SAFE LOAD TABLES
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<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
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<br />REBAR.
<br />ALL VALUES TAKEN FROM •SAFE LOAD TAR" BY CASTCRETE MAY 21115 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IXCEED VALUES STA7EDABOVE
<br />- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAMIFACTURE8 SPECFIGITIDNS -PROVIDE M55M7M 4'OF BEARING PAST EACH SIDE OF WIND WOPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE #: 16-0126.03
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<br />LIFT BEAM PLAN
<br />M
<br />1441 N. RONALD REAGAN BL
<br />LONGWOOD, FL 32750
<br />PH: 407-774 6078
<br />FAX: 407-7744078
<br />www.abdosigngroup.eom
<br />L AA #: 0003325
<br />i
<br />F
<br />y
<br />V
<br />y-
<br />333
<br />O
<br />11p
<br />USDIV & LOSILVERADO
<br />LOT 4
<br />BLK 19
<br />ROJECTo
<br />04128.002 04191
<br />MODEL
<br />4EWB
<br />"1499—FREEPORT"
<br />GARAGE BMWO:
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />150 MPH EXP. B
<br />ARCHrrMT-
<br />4RO
<br />ROLMD a
<br />AMR NO
<br />DATE- 03/08/20
<br />BCALE: 1/4"=1'-0"
<br />8HEET
<br />s2
<br />
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