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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 12" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10)10d x i lf2" HDG NABS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ IOd 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 METALCONNECTORS
<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 Z(MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER Q 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 />RESCR FTON
<br />REMARK
<br />tD
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />MUM
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.OA =TOP OF ARCH /T.O.S = TOP OF SLAB
<br />ABBREVIATIONS
<br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
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<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
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<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
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<br />(1) L6
<br />(1) #5
<br />N/A
<br />GROUTED SOLID
<br />13132
<br />MASONRY
<br />3000
<br />8x8
<br />(1)718
<br />N/A
<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
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<br />SAFE UPLIFT LOADS FOR
<br />8"
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<br />POUNDS
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />REBAR
<br />(#)THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
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<br />-ALL10MAESTAIM FRON'SAFE LOAD TABLES' BY CASTCETE MMY2015 E IRON -PRECAST PRODUCTS BYOTIS� 4STO MEET ORDVALUES STA1ID ABOVE
<br />-ALL PRECASTPRODUCISARE 70 E INSTALLED PER VAP"ACR6E6 SPECIFICATIONS -PRMWE 1WWi86A4.OF GEARING PAST EACH WE OF RRSODW OPENNe
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE
<br />DIVISION ACCEPTANCE M 1"126.03
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<br />U.N.O. PROVIDE BB2 WHERE
<br />ROOF TRUSSES BEAR,
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<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = V-O"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 401-1144078
<br />www.abdesW ngroup.00m
<br />AA #: 0003325
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<br />ABBOTT PARK
<br />LOT #1
<br />BLK #8
<br />PROJECT/1,
<br />04181.000-01082
<br />MODEL:
<br />4EHB
<br />"2605- HAYDEN"
<br />GARAGE arIING:
<br />RIGHT
<br />PAGE:
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />PLAN
<br />60 MPH EXP.
<br />r AFW*W ECT
<br />STATE OF OF FLEA
<br />pff19
<br />UCHACRA
<br />L AR NO 93723
<br />DwT 09/12/19
<br />SCALE: 1/4"=1'-0"
<br />8PE=T
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