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FRAMING NOTES:
<br />•• e u 1 r■ e r•
<br />6
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H1OA OR LGT2 W/ 1Od 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 BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
<br />CONNECTERS ARE TO BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
<br />CONCRETE LINTELS.
<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 20 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 />SIZE 6
<br />DESCRIPTION
<br />REMARK
<br />10
<br />(2) 2X12
<br />©
<br />(2) 2X0
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I 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 />MARK
<br />DESCRIPTION
<br />(psi)
<br />XH'
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />Sx8
<br />(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 />SAFE UPLIFT LOADS
<br />FOR 8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOTSAFE
<br />4-4-See
<br />OAD
<br />*-4--
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />SWKm=rrm
<br />I •sa•
<br />I *'mm
<br />I Ftm
<br />n40a
<br />aP44m
<br />lasm
<br />arum
<br />TYPE
<br />LENGTH
<br />Blm
<br />BPo
<br />RCMU
<br />T
<br />LENGTH YPE~
<br />—IT
<br />W%IT
<br />anew
<br />WWIT
<br />all -sr
<br />eNP1T
<br />erssr
<br />MW
<br />w2w
<br />FWT
<br />armu
<br />811WIT
<br />Irxwr
<br />3'd (42') PRECAST
<br />2231
<br />3'4• m PRECAST
<br />,026
<br />,o24
<br />ins
<br />V4r (42') PRECAST
<br />,m
<br />aan
<br />304
<br />am
<br />am
<br />Nat
<br />70N
<br />+m
<br />3m
<br />acv4
<br />4m
<br />em
<br />Ns
<br />Toot
<br />4%V (48n PRECAST
<br />,986
<br />4•d (46•) PRECAST
<br />7B6
<br />753
<br />1300
<br />4•d (4V) PRECAST
<br />tan
<br />aloe
<br />3m
<br />=a
<br />4m
<br />em
<br />em
<br />t30
<br />Oo0
<br />3m
<br />3N0
<br />4m
<br />00
<br />em
<br />P4• (54') PRECAST
<br />,598
<br />f4• 041 PRECAST
<br />59•e
<br />801
<br />ion
<br />sd (6P) PRECAST
<br />tae7
<br />30
<br />m7
<br />33u
<br />40•
<br />4n+
<br />em.
<br />1207
<br />2m
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<br />am
<br />400
<br />4711
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<br />84• (#49 PRECAST
<br />1217
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<br />411
<br />411
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<br />tme
<br />am
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<br />3w
<br />an
<br />S-,0' (M PRECAST
<br />,on
<br />6'-10• M PRECAST
<br />340
<br />339
<br />818
<br />6'-,0• (To•) PRECAST
<br />m
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<br />Sd (m7 PREcar
<br />eoe
<br />Sd M PRECAST
<br />SIT
<br />n,
<br />400
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<br />27n
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<br />Td IeD9 I>4rECA8T
<br />743
<br />Td (90j PRECAST
<br />424
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<br />363
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<br />rn
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<br />rn
<br />100
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<br />210
<br />3e27
<br />3m
<br />Sd (11Z7 PRECAST
<br />564
<br />V4• (112') PRECAST
<br />325
<br />512
<br />230
<br />VW (»27 �GST
<br />eN
<br />7n
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<br />4tn
<br />Mo.
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<br />ee2
<br />171e
<br />tea
<br />wee
<br />mt
<br />sta
<br />tad (128) PRECAST
<br />476
<br />tad• (128') PRECAST
<br />294
<br />401
<br />180
<br />10-C (12r) PRECAST
<br />m
<br />m
<br />Ne
<br />It
<br />,
<br />mt
<br />m
<br />m
<br />n10
<br />ton
<br />t70
<br />aaM
<br />2m
<br />1,•4• (,38') PRECAST
<br />382
<br />„'4• (138� PRECAST
<br />2eo
<br />452
<br />154
<br />11'4• (138) PRECAST
<br />04
<br />m
<br />m
<br />IM
<br />W
<br />tN
<br />, M.
<br />4"
<br />m
<br />+m
<br />"G
<br />raa•
<br />NO
<br />12d (,M1 PRECAST
<br />887
<br />IZ- (,44') PRECAST
<br />244
<br />402
<br />137
<br />1" (1M.) PRECAST
<br />Oro
<br />40
<br />»1
<br />m
<br />t
<br />t
<br />tm
<br />470
<br />m
<br />So
<br />+m
<br />t
<br />am
<br />IV-,r (1807 PRECAST
<br />206
<br />,3.4• (18P) PRECAST
<br />217
<br />324
<br />110
<br />13d (iW) PRECAST
<br />418
<br />m
<br />e07
<br />m
<br />00
<br />t
<br />1m
<br />4n
<br />m
<br />m
<br />110
<br />M
<br />1M
<br />IW4r (,86•) PRECAST
<br />279
<br />74'-0' (158� PRECAST
<br />206
<br />293
<br />100
<br />W4r Ilan PRECAST
<br />30
<br />m
<br />m
<br />7aN
<br />m
<br />Im
<br />NO
<br />40
<br />m
<br />10p
<br />t
<br />1
<br />ten
<br />14•d (,761 PRE
<br />N.R
<br />,4'd (1761 PRE
<br />N.R
<br />284
<br />91
<br />,Pd (178� PRE
<br />m
<br />m
<br />m
<br />m
<br />m
<br />eft
<br />m
<br />m
<br />a/e
<br />ra
<br />1tN
<br />17at
<br />1S4• (180) PRESTRESSEDN.R
<br />1S4' (1Sq PREST O
<br />N.R.
<br />260
<br />83
<br />1S4• (164.) PR681RE88FD
<br />9><
<br />m
<br />30
<br />m
<br />40
<br />a"
<br />0V
<br />m
<br />70
<br />7
<br />Nt
<br />Im
<br />1T4• ( PRE81R66BEC
<br />N.R
<br />1T4• U589 PRESTRESSED
<br />N.R.
<br />104
<br />64
<br />,rd R089 PRIM, D
<br />to
<br />ra
<br />m
<br />m
<br />m
<br />m
<br />en
<br />74o
<br />m
<br />7m
<br />ta+
<br />Na
<br />14n
<br />1S4' Mn PRESIDED
<br />N.R
<br />1Sd mn PRESTRESSED
<br />N.R.
<br />14B
<br />52
<br />1S4• Mn PRESTRESSED
<br />ra
<br />10
<br />m
<br />m
<br />m
<br />4n
<br />447
<br />m
<br />M
<br />40
<br />aO
<br />1
<br />2TW CA" PRESTRESSED
<br />N.R.
<br />211 Mn PIeS1PE85ED
<br />N.R
<br />125
<br />42
<br />21'-C O n PRE
<br />w
<br />m
<br />3V
<br />m
<br />40
<br />m
<br />2Zd PM PRESTRESSED
<br />N.R
<br />116
<br />40
<br />2Zd 049 PRESTRESSED
<br />ra
<br />ra
<br />ta7
<br />m
<br />to
<br />m
<br />m
<br />m
<br />m
<br />w
<br />m
<br />813
<br />m
<br />40
<br />mm
<br />m
<br />m
<br />i
<br />2?d 01649 PRESTRESSED
<br />N.R.
<br />24'd ( PRFbTRE88ED
<br />N.0.
<br />21'47' ') PRESTRESSED
<br />N.R
<br />91
<br />33
<br />W-V (ZES9 PRESTRE88m
<br />1s
<br />1x
<br />t7a
<br />m
<br />M'7
<br />m
<br />3t3
<br />4s
<br />4/0
<br />m
<br />4n
<br />m
<br />m
<br />m
<br />eN
<br />m
<br />1m
<br />-tm -
<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 CAS'TCRETE MAY 2016 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 #: 160126.03
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<br />�— — — — — — — — — — — 8F16-1T/OMI1B— — — — — — — — — — — — — — —8F18.1TIOMi08— —— — — — — — — — — — — —F16-1T/0M/1B— — — — —
<br />11 Zl. LL N j
<br />AU? e
<br />NUNO, PROVIDE BB1 WHERE
<br />ROOF TRUSSES BEAR, TOP
<br />OF WALL EL. 9'4', UNO.
<br />(
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<br />p
<br />1
<br />8RF14
<br />(
<br />1T/OMI08
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<br />I(,4.. .«. ,,. H"..._ ,". 8F36-1TlOMI18 �.
<br />174• 1
<br />6
<br />1 LIFT BEAM PLAN
<br />SCALE: 114' = 1'-0'
<br />Grown
<br />1441 N. RONALD RFAOAN BLVD.
<br />LONOWOOD, FL 52750
<br />PH: 407.7744078
<br />FAX: 407.7744078
<br />www.ebdtteigngroup.com
<br />� AA #: 0009325 J
<br />DRAFTING BY:
<br />A.B. DESIGN GRO]BLVD.
<br />DRAFTING INC.
<br />6439 BFAUMONT CENTER BUTTE 1004
<br />TAMPA, FLORIDA 938
<br />PH: 813888-2828
<br />FAX: 813.6864802
<br />I�IIIIIIIIII
<br />BVHDIV. as LOT:
<br />SILVERADO
<br />LOT #1
<br />BLK 14
<br />PR,oJSCT/
<br />03719.000— 01141
<br />UoaaL:
<br />2795—CAMDEN
<br />OARAO>C >lQII,TO:
<br />RIGHT
<br />PAOffi:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />150 MPH EXP. B
<br />D W 06/11/20
<br />a*13ILI caT
<br />s2
<br />
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