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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) 1Od x 1 1/r" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 10d x 1 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 IN STRUCTURAL PLANS.
<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 (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 HILT[ 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 />HEADER SCHEDULE
<br />MARK
<br />DESC�WPa770N
<br />I REMARK
<br />O(2)216
<br />BEAM SCHEDULE
<br />ZMEM
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA = TOP OF ARCH I T.O.S =TOP OF SLAB
<br />ABBREVIATIONS E.E. = EACH END, O/C = ON
<br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />(f.
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x16
<br />(1) #5
<br />(1) #5
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<br />—
<br />GROUTED SOLID
<br />602
<br />MASONRY
<br />3000
<br />8.8
<br />(1) #5
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<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
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<br />SAFE LATERAL LOADS
<br />8" PRECAST & PRESTRESSED
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<br />• ALL VALIEB TAKEN FROM •SAFE LOAD TABLES• BY CASTCREIE YAY 2016 EDIT,001 -PRECAST RRODI1C18 BY OTHERS TO MEET OR EXCEED VAL1E8 STATED ABOVE
<br />• ALL PRECAST PRODUCTS ARE TO BE It4BTAt1E) PER MANWAORRRESSPEL2RC/LTION6 . PROVIDE MDR&SI C OF REARM PAST EACH SIDE OF WRDOW OPE6t4G
<br />PRC CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE
<br />DIVISI A TANCE :16-01 .03
<br />FIRST FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = 1'-0'
<br />16-1T/1MM
<br />M. Q 6'-6"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdeslgngroup.wm
<br />AA #: OD03325
<br />zits
<br />I1p
<br />xnBDIV. ac LOT:
<br />BBOTT PARK
<br />LOT #5
<br />ROJECT/,
<br />04181.000-05072
<br />HODra.
<br />3EEB
<br />"2260-ELSTON"
<br />0A2tA0S 8Wn90:
<br />LEFT
<br />PAOIC:
<br />FIRST FLOOR
<br />LIFT BEAM PLAN
<br />AND NOTES
<br />(CAST-CRETE)
<br />160 MPH EXP. C
<br />-9_I - :."
<br />A
<br />ROLAW A ABOUCK4CRA
<br />L AR NO 9SM J
<br />p
<br />DATIM Il/20/19
<br />8CALE: 1/4'=1'—O"
<br />811EICT
<br />s2
<br />I1p
<br />xnBDIV. ac LOT:
<br />BBOTT PARK
<br />LOT #5
<br />ROJECT/,
<br />04181.000-05072
<br />HODra.
<br />3EEB
<br />"2260-ELSTON"
<br />0A2tA0S 8Wn90:
<br />LEFT
<br />PAOIC:
<br />FIRST FLOOR
<br />LIFT BEAM PLAN
<br />AND NOTES
<br />(CAST-CRETE)
<br />160 MPH EXP. C
<br />-9_I - :."
<br />A
<br />ROLAW A ABOUCK4CRA
<br />L AR NO 9SM J
<br />p
<br />DATIM Il/20/19
<br />8CALE: 1/4'=1'—O"
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|