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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) 1 Od x 1 12" HOG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10) 1 Od x 110 HOG NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 1 Od 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 />S. 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 REVBWAND
<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 P13S36, .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 />HEADER SCHEDULE
<br />MARK
<br />DFAMPTION
<br />REMARK
<br />(D
<br />(2) 2X8
<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 />DESCRIPTION
<br />OH,
<br />SIZMARK
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x8
<br />(1)f15
<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 LOADS
<br />8" PRECAST & PRESTRESSED
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
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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 />-ALLVALM TA,EN FROM •SAFE LOAD TABLES• BYCASTCRETE MAY2015 EDITION • PRECAST PRODUCf881/071 M 70 MEETOR E=M VALUEB 8TATEDABOVE
<br />-ALL PRECAST PRODUCTS ARE TOM INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE 4II SW C OF BEARING PAST EACH SIDE OF YVINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE FE.C.P. CORPORATIONCASTECRETE
<br />DIMSION ACCEPTANCE 2: 16-0126.03
<br />------------------ m----------------- m---------------
<br />1 ♦ 8F16-1T/0M/0B 8F78-1T/DMNB 8F16-1T/0M/OB
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<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />L-------------------
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-774.4079
<br />W Abde"igngoupxom
<br />m AA $: 0003325
<br />fQ
<br />W
<br />0
<br />o
<br />lu
<br />=1
<br />C
<br />av>miv & L012
<br />SILVERDADO
<br />LOT #65
<br />BLK #6
<br />PRo"mT117
<br />04128.002-65061
<br />MODEM
<br />4EAB
<br />1672- ARIA"
<br />GARAGE 81111MG:
<br />RIGHT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />50 MPH EXP.
<br />i AFx*F ECT.
<br />STATE OF FLORA
<br />1 606 �
<br />ROLAW A ABOUCHAM
<br />L AR NO 93M
<br />F06/04/19M 1/4"=1'-0"
<br />S2
<br />
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