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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 i 1/2" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 WI (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 WV 1Od 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 />MANUFACTURERS 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. UNTELS 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 (41.
<br />S. 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, POWER ACCTUATED
<br />FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER Q 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 0'-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />BEAM SCHEDULE
<br />RaARM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 8.0. L = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH I 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 />1o1)
<br />SIZEREMARKS
<br />REINFORCEMENT
<br />STIRRUPS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BBt
<br />MASONRY
<br />3000
<br />8x8
<br />0 #5
<br />N/A
<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS
<br />FOR 8"
<br />PRECAST
<br />&
<br />PRESTRESSED
<br />U-UNTELS
<br />GIs9,�GMIM
<br />SAFE
<br />LOAD
<br />- POUNDS
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<br />`1w6„Ge66M
<br />SAFPL
<br />DAD
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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 />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR.
<br />ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR DOMED VALUES STATED ABOVE
<br />ALL PRECAST PRODUCTS ARE TO BE 149TALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF 8EARIM PAST EACH SIDE OF YOWNOPB6NG
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DNISION ACCEPTANCE#: 16-0126.03
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = 1'-0"
<br />1441 N. RONALD REAGAN BL
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX 407-7744078
<br />www.abdesigngroup.com
<br />L AA N: 0003325
<br />SSX'uSILVERADO
<br />LOT 25
<br />BLK 18
<br />PROJECT*
<br />04128.002 25181
<br />1[ODEIA
<br />4EBB
<br />"1828-CALI"
<br />GARAGE 81FMO:
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />150 MPH EXP. B
<br />
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