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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) 1Dd x 1 112" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H1GA OR LGT2 W/ 1Dd 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 HILTI X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER Q 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 />CE=RmpnON
<br />REMARK
<br />0
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />OUMM INDICATES OPENING BELOW / 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
<br />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 />WX
<br />EINFORCEMENT
<br />Rfe
<br />STIRRUPS
<br />REMARKS
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<br />MID
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<br />30DO
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<br />(1)#5
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<br />GROUTED SOLID
<br />B82
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<br />3000
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<br />(1)#6
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<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
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<br />8 PRESTRESSED
<br />U-UNTELS
<br />SAFE LATERAL
<br />8" PRECAST 6 PRESTRESSED
<br />LOADS
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<br />U-LINTELS
<br />I
<br />SAFE UPLIFT LOADS
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR.
<br />(#) THE
<br />REDUCTIONS
<br />NUMBERS
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<br />FOR GRADE
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<br />ALL VAU)E8 TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
<br />• ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MMIMUM C OF BEARING PAST EACH SIDE OF W14DOWOPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE #: 16-0126.03
<br />FIRST FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = l'-0"
<br />1441 N. RONALD REAGAN BLVD
<br />LONGWOOD, FL 32780
<br />PH: 407-774-6076
<br />FAX: 407-7744078
<br />wwwabdeslgngrouP.com
<br />L AA 6: 0003325
<br />6
<br />2
<br />a
<br />scrHDIV. ac LID T:
<br />ABBOTT PARK
<br />LOT #39
<br />BLK. #9
<br />PItOJECT�I
<br />04181.000-39091
<br />MODMU
<br />4EHB
<br />"2605- HAYDEN"
<br />GARAGE aAING:
<br />RIGHT
<br />PAGE:
<br />FIRST FLOOR
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />160 PH EXP. C
<br />CS%cmw DATE: 8/12/20
<br />aCALM 1/4"=1'—O"
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<br />s2
<br />
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