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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 VW (9)10d x 1 12" HDG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED W2 (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 WI 10d x 1 12" HDG NABS, FBLALL 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />8. 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 WALL 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 2)c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, VMTH WASHER a 18" 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 O'-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />DEmma 0N
<br />I REMARK
<br />,D
<br />(2)2X8
<br />BEAM SCHEDULE
<br />MZMM INDICATES OPENING BELOW / T.O. S. = TOP OF BEAM
<br />/ B.O.L. = BOTTOM OF UNTEL / T.O.A = TOP OF ARCH / 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
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<br />(A) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />RESAR.
<br />(f) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR.
<br />-ALLVALM TAXEN FROM MARE LOAD TAKM BYOASTCRSTE MAV 2015 MOTION -PRECAST PRODIM SY OTHBtB TO MEET OREMMVAWES STATED ASOVS
<br />-ALL PRECAST PROOIICTS ARE TO BE SWALLED PER MANIIFACTURS SPECIFICATIONS -PROVIDE MSaeRIP OF SEARING PAST EACH SIDE OF WIVO,V OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE
<br />DIVISION AOCEPTANCE R: 18-0126.03
<br />--- —---------------- —------- -------- ----------- -------
<br />I
<br />1----
<br />I I
<br />L__J
<br />8F78-1T/01i
<br />8F18-1
<br />U.N.O. PROVIDE BB2 WHERE
<br />ROOF TRUSSES BEAR,
<br />TOP OF WALL EL 1&-8"
<br />8F18-1T/OM/OS BF18-1T/OM/OB 8F18.1T/0Mr0B
<br />I
<br />1
<br />r'--�----------------------------
<br />--------------------------)
<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" - 1%0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-774.4078
<br />www.abdeslgngroup.com
<br />L AA 0: 0003325 J
<br />sLTBDXV. ft X.
<br />SILVERADO
<br />LOT #12
<br />BLK. # 12
<br />PROZMT
<br />4 8.00 - 21 1
<br />HODMU
<br />4EHB
<br />"2605- HAYDEN"
<br />Gw�wG� awnrck
<br />RIGHT
<br />PAGIM
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />PLAN
<br />%150 MPH EXP. B
<br />a
<br />L AR No 11672S J
<br />D 11/iS/18
<br />0112911m
<br />S5
<br />
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