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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 1 112" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/7 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 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 />B. 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 20 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 @ 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 />INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = 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 />fc
<br />(Pei)
<br />W'XH,
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />881
<br />MASONRY
<br />3000
<br />SxB
<br />(1)#5
<br />WA
<br />GROUTEDSOLID
<br />SAFE LATEL LADS FOR
<br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I 18" PRECAST & PR STRESS D U--LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br />SAFE LOAD -POUNDS PER LINEAR FOOT SAFE .1 .OAD 11,1A 1 SAFE LOAD - POUNDS PER LINEAR FOOT
<br />34' (42') PRECAST
<br />2231
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<br />74' On PRECAST
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<br />783
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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
<br />IN
<br />FOR GRADE
<br />PARENTHESIS
<br />40
<br />FIELD ADDED
<br />ARE PERCENT
<br />REBAR.
<br />-ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRE7E MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IXCEED VALUES STATED ABOVE
<br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS . PRDVDE MMMM 4' OF SEARNG PAST EACH SIDE OF VAIOOW OPENING
<br />L---------- A--m-------J L---------------- q ---------mmm—m—J
<br />LIFT BEAM PLAN
<br />SCALE: 1/4' = V-0"
<br />1441 N. RONALD REAGAN BLVD
<br />LONGWOOD, FL 32780
<br />PH: 407-7748078
<br />FAX 407-7744078
<br />www.abdosigngroup.com
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<br />Its
<br />0
<br />0
<br />ror
<br />6
<br />aUDDIV. & w .1
<br />SILVERADO
<br />LOT #39
<br />BLK #18
<br />PROJECT/
<br />04128.002-39I I
<br />MODEL.
<br />4EBB
<br />"1828—CALL"
<br />GARAGE EWING:
<br />RIGHT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />t944 A.
<br />93723
<br />nATEf,NT. 07/27/20
<br />aCALE: 1/4"=1'-0"
<br />aIIEET
<br />s2
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