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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 W (9)10d x 1 1R" HDG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 10"HOG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ I Od x 1 1/2" HOG NAILS, FILL ALL HOLES.
<br />2. ALL PLYWOOD FOR WALLAND 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 SPECIFICATONS.
<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 />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 REVIEWAND
<br />APPROVAL.
<br />9. PLACE Dc4 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 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 0'-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />pE$IP
<br />REMARK
<br />O
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />RMUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF UNTEL /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 />(fI)
<br />IZH,ZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />861
<br />MASONRY
<br />3000
<br />8x16
<br />(1)#5
<br />(1)a5
<br />N/A
<br />GROUTED SOLID
<br />B02
<br />MASONRY
<br />3000
<br />8x8
<br />(1)#5
<br />N/A
<br />GROUTED SOLID
<br />"CAST-CRM"
<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 />I
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />4--4—
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
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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 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR.
<br />ALL VALM TAKEN FROM •SAFE LOAD TAN" BY CA"TOREM MAY2015 EDITION -PRECAST PROMICTS BYOTFERSTO MEET OREWEFD VALM STATED ADM
<br />ALL PRECAST PRODl1C19 ARE TO BE WSTALLEO PER MANNUFACTIIESSPECEICATIONS -PROVE IeNSRM C OF BEARING PAST EACH SIDE OF NVINOOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F E.C.P. CORPORATION-CASTE-CRETE
<br />DVISION ACCEPTANCE #: 16-0126.03
<br />8Ft6-1T/OMrOB 8F16-1T/0MffiB I 8F16-lT/OMOOB
<br />U.N.O. PROVIDE BB2 WHERE
<br />ROOF TRUSSES BEAR,
<br />TOP OF WALL EL 19-8"
<br />I— — —�
<br />L
<br />I LI — —
<br />i
<br />8�1�1�/�MNB I `♦
<br />I ; 817161-iT/0MOB 8F16-iT/OWDB ♦ '
<br />I �
<br />9L� �----------------------------21�
<br />� J
<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = l'-0"
<br />WAIR
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX:407-774-4078
<br />w .abdesigngroup.00m
<br />AA #: 0003325
<br />4
<br />h
<br />go
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<br />t-
<br />r7
<br />O
<br />MOM ec LOT:
<br />SILVERADO
<br />LOT #8
<br />BLK- #11
<br />Pno"=Tf/
<br />04128.002-08111
<br />MODEL-
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<br />"2605— HAYDEN"
<br />GARAGE OWM02
<br />RIGHT
<br />PAGE:
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />PLAN
<br />150 MPH EXP. B
<br />
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