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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)10d x 1 10 HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10)10d x 1 1/2" 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 (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 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 9-0% FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />DESSCRRNPTION
<br />REMARK
<br />Q
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />ZERM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S -TOP OF SLAB
<br />ABBREVIATIONS
<br />E.E. = EACH END, 01C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />rc
<br />(psi)
<br />SIZE
<br />WXH,
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BBi
<br />MASONRY
<br />3000
<br />8x16
<br />(1)'IS
<br />(1)#5
<br />WA
<br />GROUTED SOLID
<br />862
<br />MASONRY
<br />3000
<br />8x8
<br />E7(1)#5
<br />WA
<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 />I
<br />SAFE UPLIFT LOADS
<br />FOR 8"
<br />PRECAST
<br />&
<br />PRESTRESSED
<br />U-LINTELS
<br />0-4—SIS
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />0-4—
<br />SAFPLF
<br />SAFE
<br />LOAD
<br />-POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />WS
<br />Woo
<br />rrn
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<br />N244s
<br />Rs44s
<br />M&M
<br />m"
<br />M"s
<br />mw4s
<br />TYPE
<br />LENGTH
<br />B118
<br />8FS
<br />RCFIU
<br />TYPE
<br />LENGTH
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<br />matt
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<br />1025
<br />1014
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<br />230
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<br />4m
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<br />44' 64 PRECAST
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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 MAY 2D16 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
<br />•ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 16-0126.03
<br />FIRST FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = V-D"
<br />li N. RONALD REAGAN BI
<br />LONGWOOD, FL 327W
<br />PH: 407-7748078
<br />FAX 407-7744078
<br />www.ebdesigngroup.cwn
<br />AA N: 0003325
<br />1
<br />a
<br />Y
<br />SEEN
<br />ilk
<br />ABBOTT PARK
<br />LOT #45
<br />BLK #9
<br />PROJ>mCT
<br />04181.00- 45091
<br />MODRL4
<br />4EHB
<br />"2605— HAYDEN"
<br />OAP-%GID 87ING:
<br />RIGHT
<br />PAOE:
<br />FIRST FLOOR
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />160 MPH EXP. C
<br />ARCH GV 13
<br />9AMABOUCCHWAM
<br />AR NO WM
<br />DA 12/08/19
<br />aCALa: 1/4"=1'—O"
<br />a*==
<br />s2
<br />
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