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" HOG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED WP (10)d x 1 12" HOG NAILS,
<br />CONCRETE TO WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 12" HOG NAILS,
<br />WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 1Od x i 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 W 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 />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 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 HILT[ X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER 4$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 />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL/T.O.A = TOP OF ARCH /T.O.S =TOP OF SLAB
<br />ABBREVIATIONS E.E. = EACH END, O/C = ON
<br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />(rc
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BBi
<br />MASONRY
<br />3000
<br />8x8
<br />(1)#6
<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-UINTELS
<br />SAFE LATERAL
<br />8" PRECAST & PRESTRESSED
<br />LOADS
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />N96
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />�f�MP6
<br />SA
<br />LOAD OAD
<br />SAFE
<br />LOAD •POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />etas
<br />e.p
<br />gum
<br />from
<br />TYPE
<br />LENGTH
<br />�M
<br />ACPN
<br />TYPE
<br />LENGTH
<br />W"
<br />war
<br />W04T
<br />1t%saf
<br />#pa,T
<br />arar
<br />604T
<br />Hoar
<br />WIMT
<br />wt4R
<br />WMIT
<br />.7saf
<br />Lahr
<br />ir®iT
<br />SW
<br />amme
<br />Worms
<br />1I7pIs
<br />Wawa
<br />MCI
<br />eM•H
<br />wru
<br />rd (4r) PRECAST
<br />�,
<br />am
<br />sw
<br />as
<br />sat
<br />m
<br />=I"
<br />(4r) PREGBT
<br />1o2a
<br />1a84
<br />+Wee
<br />rd (44') PRECAST
<br />t!
<br />MO
<br />ae
<br />.04
<br />MIN
<br />41Ia
<br />7001
<br />4M
<br />eI.
<br />7M7
<br />sa4
<br />.r4
<br />IIe.
<br />N.
<br />a.
<br />sat
<br />4M
<br />M.
<br />sm
<br />7a1
<br />4d (46') PRECAST
<br />19e6
<br />2.1
<br />as
<br />4!
<br />an
<br />M4
<br />4aI
<br />M (M) PRBCMT
<br />7e6
<br />7,q
<br />1309
<br />4b• 4+e•1 PRECAST
<br />m!
<br />WE
<br />as
<br />a.
<br />4w
<br />0
<br />ea
<br />E.,
<br />as
<br />au
<br />7M7
<br />an
<br />,!I
<br />It!
<br />1!
<br />aM
<br />s!
<br />e.
<br />4„0
<br />4.s
<br />em
<br />44• (e47 PRECAQT
<br />te99
<br />sI.
<br />m
<br />as
<br />4m
<br />sw
<br />01
<br />/l6' PRECAST
<br />892
<br />e91
<br />1078
<br />ad �) PRECAST
<br />"or
<br />am
<br />am
<br />ms
<br />A.
<br />sit
<br />wo
<br />4!
<br />n.
<br />TWO
<br />sm
<br />"m
<br />Iles
<br />va
<br />so.
<br />as
<br />ms
<br />40.
<br />4R1
<br />M
<br />p4) PREOABT
<br />1217
<br />.r
<br />,!
<br />e„
<br />as
<br />,w
<br />B< RN•) PREC4VA
<br />411
<br />411
<br />746
<br />rJ• pr) PAWAor
<br />Im
<br />,
<br />ms
<br />!.
<br />as
<br />IMI
<br />4mrd
<br />I010
<br />as
<br />7w
<br />Im
<br />Im
<br />ma
<br />tots
<br />as
<br />tow
<br />4m
<br />F-10, 1709 PRE ABf
<br />1062
<br />H00
<br />lm
<br />wl
<br />a10
<br />i.
<br />!s
<br />Mi0
<br />e'-7C Or) PRECAST
<br />3S
<br />229
<br />$16
<br />NS cm PROMW
<br />so
<br />!0
<br />Ma
<br />i.0
<br />aw
<br />t4sl
<br />I tll
<br />4!
<br />Iw
<br />•
<br />tsa
<br />010
<br />111111111
<br />Iw
<br />a s
<br />41111
<br />ed (7C) PRECAST
<br />69e
<br />Ms
<br />rd P6') PRECAST
<br />MYrn
<br />41b
<br />ad CM PRECAST
<br />to
<br />air
<br />s.o
<br />m
<br />ems!
<br />m
<br />mW
<br />I!
<br />1ao
<br />Will
<br />Smil
<br />a.
<br />Td (99.1 PRECAST
<br />743
<br />as
<br />2al
<br />PRECAST
<br />4i/
<br />BM
<br />383
<br />7l6' PMPRECAST
<br />lwslt
<br />t
<br />l
<br />f1.0
<br />m75A'
<br />w
<br />tm
<br />ON
<br />=Ma
<br />m
<br />a77s
<br />r•4' 11 PRBCw6i
<br />(�
<br />ee4
<br />M
<br />Hp
<br />I!
<br />a01
<br />711a
<br />1p
<br />as
<br />ar nor) PRffdIBT
<br />326
<br />et2
<br />230
<br />ar („r) PRECABf
<br />!
<br />IN
<br />11
<br />"
<br />m
<br />,!
<br />Ins
<br />,!
<br />am
<br />en
<br />!
<br />,m
<br />I .t4
<br />I,w
<br />I aw
<br />ss.
<br />I"(126") PRECMT
<br />416
<br />!
<br />!
<br />ten
<br />Rw
<br />as
<br />aw
<br />a!
<br />+0'd n269 PRECAST
<br />M40,
<br />16D
<br />1016' (193� PRECAST
<br />!
<br />w
<br />m
<br />/
<br />f11
<br />60
<br />m
<br />Ist1
<br />a.
<br />am
<br />tt.
<br />tw
<br />11wj
<br />fm
<br />Im
<br />=
<br />ta.
<br />11V' nee? PRECAST
<br />an
<br />an
<br />an
<br />Iw
<br />,WI
<br />SIR
<br />400s
<br />114' (itl� PRECAST
<br />260
<br />4�
<br />1"
<br />11'4' Hen PRF!/18T
<br />4ri
<br />at
<br />!
<br />tar
<br />7N
<br />1m
<br />m
<br />P16
<br />.e
<br />1m
<br />2W
<br />41a
<br />m
<br />M
<br />a7
<br />mael
<br />Iva
<br />14.
<br />fats*
<br />aw
<br />1rd n441 PRSCAffr
<br />33'7
<br />w
<br />m
<br />1!
<br />1w
<br />2"s
<br />m
<br />m
<br />+2W (14n PRECA6T
<br />2M
<br />462
<br />1ST
<br />,rd n+n PRECAST
<br />4MM
<br />AI
<br />!
<br />11
<br />1
<br />1!
<br />s.
<br />va
<br />=4
<br />106
<br />am
<br />sm
<br />:
<br />!
<br />s.
<br />1=
<br />ifflo.as
<br />184• pen PRfiG18T
<br />216
<br />471
<br />m
<br />Ias
<br />1M
<br />1!
<br />'MR
<br />!,
<br />134• (160•) FRECA6T
<br />M7
<br />334
<br />110
<br />IV-C (ISM FROMM
<br />4M
<br />!
<br />w
<br />m
<br />,w
<br />1
<br />,!
<br />at
<br />m
<br />willIM
<br />m!
<br />9.
<br />sM
<br />M
<br />M
<br />m
<br />/M
<br />141
<br />tsa
<br />W-V Her► PISCAST
<br />2ro
<br />M
<br />7a
<br />.m
<br />wr
<br />afa
<br />WW
<br />,410• (+er) PRECAST
<br />206
<br />20
<br />100
<br />14d (idn PREGBT
<br />!
<br />!
<br />!
<br />7a1
<br />w
<br />1!
<br />42
<br />m
<br />„m
<br />w7
<br />tsa
<br />Iw
<br />as
<br />4.
<br />M
<br />nT
<br />Im
<br />I
<br />t
<br />11a
<br />11'd (176') PRE6iRE38®
<br />NA
<br />w
<br />w
<br />M
<br />w
<br />w
<br />NI
<br />w
<br />+' n7r1 PRF ED
<br />N.R.
<br />2M
<br />9,
<br />Wd n�•► PREeTR�e®
<br />!
<br />!
<br />!
<br />!
<br />m
<br />!
<br />as
<br />!
<br />!
<br />w
<br />un
<br />1IN
<br />mm
<br />M
<br />m
<br />,m
<br />m
<br />,m
<br />en
<br />as
<br />we n64'1 PM,-
<br />N.R.m
<br />w
<br />w
<br />w
<br />w
<br />w
<br />w
<br />low Hen PRB8TI6
<br />N.R.
<br />2D6
<br />a
<br />1" (1M T ®
<br />m
<br />!
<br />4,s
<br />M
<br />M
<br />m
<br />!
<br />mw
<br />m
<br />laftj
<br />&II
<br />use.
<br />I!
<br />m
<br />m
<br />1m
<br />=
<br />as
<br />a.
<br />1M am PRE
<br />NA
<br />M
<br />Wt
<br />w
<br />w
<br />w
<br />w
<br />ir-4• O) PRE1111R5mm
<br />1 &
<br />194
<br />64
<br />1" am MAWAM
<br />w
<br />w
<br />!
<br />a0
<br />M
<br />!
<br />w
<br />To
<br />w
<br />t
<br />m
<br />1s71
<br />m
<br />low
<br />w
<br />6M
<br />m
<br />..
<br />1w
<br />..
<br />2w
<br />1vI• R32'1 R
<br />NR.
<br />M
<br />w
<br />w
<br />w
<br />M FI6'IRFBB®
<br />NR
<br />144
<br />S
<br />,94' Ret') PRE41RB16®
<br />w
<br />w
<br />m
<br />!
<br />m
<br />M
<br />6wa
<br />er
<br />w
<br />st,
<br />w
<br />,
<br />m
<br />,m
<br />!
<br />m
<br />m.
<br />21'd p860
<br />NA
<br />w
<br />w
<br />w
<br />to
<br />2144• PREBT
<br />NA
<br />21W P.i PRBi'i
<br />ttl
<br />w
<br />al
<br />!
<br />!
<br />m
<br />!
<br />m
<br />M
<br />m
<br />!
<br />sr
<br />!
<br />1sr
<br />w
<br />m
<br />!
<br />M
<br />1114
<br />1!
<br />tlls
<br />2rd (7B1') PRB21RS88D
<br />NA
<br />M
<br />w
<br />w
<br />w
<br />w
<br />w
<br />22t0' ') PREBTAIBtIm
<br />NA
<br />t
<br />2rd C16#'1 P
<br />to
<br />ma
<br />!
<br />!
<br />M
<br />m
<br />M
<br />w
<br />a.
<br />!
<br />7s4
<br />,sa
<br />t!
<br />t!
<br />u7
<br />Iso
<br />!
<br />!
<br />!
<br />m
<br />s.
<br />!
<br />m
<br />w
<br />M
<br />!
<br />a
<br />24'd pP69 "o
<br />NA
<br />M
<br />w
<br />w
<br />w
<br />w
<br />M
<br />w
<br />� on PREBTum
<br />NJL
<br />24•d (2 n PRonva m
<br />W
<br />M
<br />m
<br />I m w
<br />M
<br />!
<br />wm
<br />we
<br />w
<br />!
<br />M
<br />!
<br />!
<br />t000
<br />.9t
<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
<br />REBAR.
<br />-ALLVALUEBTAKEN FROM %AFE LOAD TABLES BY CAeTCRETB MAY 2015 ENTION • PRECAST PRODUCTS BY OTI1M S70 MEET OR Fwsm VALIIM STATED MOVE
<br />-ALL PRECAST P RODIM AM TO SE SISTALLEO PER MANUFACTURES SPBCIFIGTIO616-PROVE,E WM MC OF KWM PMBT EACN BOEOF M3 OMOPOM
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTECRETE
<br />DIVISION ACCEPTANCE*: 16-0126.03
<br />11
<br />SF16-11=13 BF18-1TIOMA13 8F18-lT/0MMB II
<br />1
<br />1
<br />i
<br />�
<br />I
<br />1
<br />♦
<br />♦♦♦
<br />1
<br />1
<br />J#
<br />♦♦
<br />1
<br />4►
<br />k 1
<br />♦♦�
<br />1
<br />i
<br />LLI
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />i
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />i
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1�
<br />ILL
<br />1
<br />I
<br />1
<br />1
<br />i
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />r ----- i
<br />I I
<br />L ----- J
<br />6RF14-
<br />1 T/OM/DB
<br />LIFT BEAM PLAN.
<br />UNO, PROVIDE B81 WHERE
<br />ROOF TRUSSES BEAR, TOP
<br />OF WALL EL. 8'-8", LINO.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH:407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesfgngmup.com
<br />L AA A: 0003325
<br />66
<br />r
<br />Ck
<br />Ip
<br />BIt7aDIV jaks LtOTt
<br />SILVERADO
<br />LOT #13
<br />BLK" #7
<br />P 4o28 -1 071
<br />molmm
<br />4EBB
<br />'11828—CALL"
<br />Gwt�wGa ISTrrIxG:
<br />LEFT
<br />PAGat
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />L AR NO 007= A
<br />a � 3/08/19
<br />sCAIM 1/4"=V-0"
<br />slain
<br />s2
<br />
|