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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 WW (9)10d x 1 1W HOG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED Wi (10)d x 1 1l2" HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD:
<br />USP RT18A OR LUGT2 W/ 10d x 1 12" HOG 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 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 HILTI X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 P8S38, .177"' x 2 7/8" 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 V-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />pit �
<br />REMARK
<br />O
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW I 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 />IZE
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<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />1
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<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8.10
<br />(1)R6
<br />(1)e8
<br />N/A
<br />GROUTED 90LID
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<br />MASONRY
<br />3000
<br />axe
<br />1)06
<br />NIA
<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 LOADS
<br />8" PRECAST & PRESTRESSED
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
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<br />SAFE
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<br />0
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<br />(4) Tiff 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 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR.
<br />• ALLVAWES TAKEN FROM WA LOAD TAMW BYCASTmm MAY=6 EDITION -PRECAST PRODUCIS BY OIMM TO MEET OR EXCiD VAIM STAT®MOVE
<br />• ALL PRECAST PROOIICTBARE 70 BE INSTALLED PER MANUFACTURESSPECOWAT10Pm "PROVIDE MBMIAII C OF SEARING PAST EACH SIDE OF W6100W OPENW
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTECRETE
<br />DIVISION ACCEPTANCE Y: 18-0128.03
<br />------------ —----------------- -------------- —.---------
<br />( ♦ I UN.O. PROVIDE BB2 WHERE
<br />♦ ROOF TRUSSES BEAR,
<br />,♦ TOP OF WALL EL IW-87
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<br />-`7
<br />--}---------------------------
<br />L-------------------------J
<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" - V-0"
<br />•
<br />•
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7748078
<br />FAX: 407-774.4078
<br />www.ebdeftigloup.com
<br />AA,P: 0003325
<br />anon,
<br />aysDly e. LOT:
<br />SILVERADO
<br />LOT #9
<br />BLK. #12
<br />PllOJWT111
<br />04128.002-09121
<br />MOD>esl.,
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<br />"2605- HAYDEN"
<br />GARAGZ awniot
<br />RIGHT
<br />PALM
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />%PLAN
<br />150 MPH EXP. B
<br />
|