|
FRAMING NOTES
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTA16 W (9) lod x 1 10 HDG NAILS.
<br />SMALL JACKS c 9' MAY BE NAILED W (10)d x 1 iq" HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 1 Od x 1 112" HDG NAGS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 />8. 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 REVIEWAND
<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 a 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 (Y-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 LINTEL / 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 />(psi)
<br />N?XH
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x6
<br />1 #5
<br />NIA
<br />GROUTED SOLID
<br />"CAST-CRETE"
<br />SAFE LOAD TABLES
<br />SAFE GRAVITY LOADS
<br />FOR
<br />8" PRECAST
<br />8 PRESTRESSED
<br />U-UNTELS
<br />SAFE LATERAL
<br />8" PRECASTS PRESTRESSED
<br />LOADS
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />8 PRESTRESSED
<br />U- LINTELS
<br />0\
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />*--4 -
<br />SAFPL
<br />OAD
<br />040--
<br />SAFE
<br />LOAD -POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGam TH
<br />go=
<br />el►1a
<br />woo
<br />wso
<br />14a
<br />alra
<br />was
<br />aaa
<br />■044e
<br />owls
<br />tva4a
<br />aru,e
<br />41"
<br />aoala
<br />TYPE
<br />LENGTH
<br />9lM
<br />RCW
<br />TYPE
<br />LENGTH
<br />mw
<br />eesa
<br />rum
<br />o,fef
<br />WWIT
<br />lover
<br />atow
<br />,I►4Par
<br />atb1T
<br />,tI7114a
<br />vow
<br />wmwr
<br />smWIT
<br />gear
<br />rd M PFEDW
<br />2231
<br />m
<br />me
<br />elmme
<br />4w
<br />meal
<br />mtl"'mtm
<br />PRSC
<br />N29 AIT
<br />1028
<br />/02t
<br />1191
<br />rr (42� PRECAST
<br />aes
<br />fw
<br />oet
<br />M
<br />Ma
<br />71M
<br />fees
<br />411a
<br />oils
<br />no
<br />on
<br />,os,
<br />Iles
<br />es11
<br />as
<br />as
<br />as
<br />4w
<br />sm
<br />Mae
<br />nal
<br />4'a M PPtECAST
<br />rose
<br />net
<br />4m
<br />1w
<br />rw
<br />Ma
<br />4'-0" (4P) FMCMr
<br />I
<br />701
<br />7a
<br />1301
<br />#-r M PRECAST
<br />oa
<br />ss
<br />m
<br />as
<br />4m
<br />as
<br />as
<br />as
<br />4m
<br />11118
<br />nq
<br />w4
<br />wo
<br />Ito
<br />tees
<br />fee
<br />some
<br />sm
<br />4m
<br />we
<br />11es
<br />1'd 1147 PRECAST
<br />/1a
<br />tm
<br />2111
<br />meM
<br />"
<br />4w
<br />elm
<br />,,w
<br />4t4' (1#') 1RSGAIT
<br />100
<br />W1
<br />tOT3
<br />4'4t PRECAST
<br />law
<br />"
<br />sop
<br />w1
<br />4m
<br />4N1
<br />11e
<br />ales
<br />4m
<br />IH13
<br />na
<br />an
<br />tow
<br />Ito
<br />Nm
<br />as
<br />fM
<br />em
<br />4m
<br />4N1
<br />em
<br />PR11 w
<br />1217
<br />"so
<br />Is"
<br />ramie
<br />Soso
<br />sees
<br />4m
<br />�, R#9 PRECAST
<br />411
<br />41t
<br />745
<br />Q 1' (04') PRECAST
<br />toes
<br />as
<br />aes
<br />M
<br />aM
<br />4m
<br />m
<br />toes
<br />me
<br />tram
<br />tree
<br />1a
<br />3w
<br />4m
<br />9-17 (f0� F7iEC+187
<br />1082
<br />tw
<br />It"
<br />,m
<br />fop
<br />am
<br />as
<br />1m
<br />�p �) PRECAST
<br />810
<br />88i
<br />818
<br />6'dB' (7B') PRFCAIT
<br />m
<br />aes
<br />M
<br />some
<br />41es
<br />to
<br />as
<br />sfp
<br />rw
<br />7m
<br />pa
<br />w
<br />1a7
<br />foes
<br />eses
<br />Mil
<br />am
<br />410
<br />fa" (707 PFIECABT
<br />y06
<br />,ao
<br />m77
<br />om
<br />1
<br />an
<br />4m
<br />17e1
<br />0'6' ('a') PRECAST
<br />Wi
<br />721
<br />400
<br />for (M PRECA87
<br />m
<br />2w
<br />tm
<br />17r
<br />om
<br />aM
<br />ow
<br />"a
<br />m
<br />UW
<br />1w
<br />1es
<br />fro
<br />aM
<br />10
<br />r8' 010'1 PRECAST
<br />741
<br />tall
<br />tm
<br />fw
<br />as
<br />as
<br />mt
<br />me
<br />r4f On PRECAST
<br />424
<br />a4
<br />383
<br />r4" Pn PRECAST
<br />m
<br />as
<br />101
<br />tm
<br />art
<br />em
<br />ow
<br />,w#
<br />sae
<br />7n
<br />tm
<br />tm
<br />as
<br />fm
<br />ac
<br />sm
<br />(111"). PRECAST
<br />0B4
<br />m
<br />1m
<br />tm
<br />no
<br />Im
<br />an
<br />Iles
<br />1t4' (112� PRECAST
<br />828
<br />E14
<br />230
<br />Sd' (11Yj PREOAO'T
<br />w
<br />to
<br />106.
<br />Ma
<br />mil
<br />70
<br />tm
<br />as
<br />aM
<br />em
<br />m
<br />w
<br />m
<br />1m
<br />tw
<br />1m
<br />some
<br />no
<br />(,� PREC118T
<br />N6
<br />m
<br />m
<br />oaf
<br />an
<br />2m
<br />mes
<br />1016' n2r► PRECAST
<br />Sob
<br />401
<br />7W
<br />184r (12s) PRECAST
<br />m
<br />ae
<br />m
<br />,
<br />,
<br />w11
<br />m
<br />lies
<br />sop
<br />1a
<br />sw
<br />as
<br />m
<br />w
<br />1m
<br />tat
<br />lest
<br />so•
<br />aN
<br />114• (130� FMiECABr
<br />a2
<br />m
<br />w
<br />lm
<br />/m
<br />fw
<br />Stu
<br />4m
<br />114' (131"► PRECAST
<br />210
<br />432
<br />114
<br />,14• n3e� PRECAST
<br />sx
<br />w
<br />m
<br />tm
<br />1711
<br />m
<br />m
<br />some
<br />tw
<br />fm
<br />sm
<br />4m
<br />w
<br />m
<br />fen
<br />mow
<br />f1w
<br />1" t41 PRECAST
<br />( 7
<br />337
<br />m
<br />m
<br />tw
<br />/w
<br />em
<br />me
<br />esa
<br />tzo' nM7 PRECAOT
<br />244
<br />4D2
<br />1ST
<br />t2b" (144� PREGBT
<br />m
<br />4es
<br />121
<br />m
<br />,
<br />,m
<br />w
<br />m
<br />sl
<br />"H
<br />some
<br />ar
<br />am
<br />no
<br />m
<br />m
<br />WE
<br />13W (tW9 PREGIST
<br />2a
<br />at
<br />7a
<br />tm
<br />,4a
<br />ale
<br />110
<br />fm
<br />,r"4 (IM PREWAT
<br />217
<br />324
<br />110
<br />134" nW9 PRECAST
<br />4o
<br />m
<br />In
<br />715
<br />w
<br />1
<br />,w
<br />at
<br />m
<br />toms
<br />tm
<br />tm
<br />some
<br />ter
<br />m
<br />4es
<br />m
<br />im
<br />tw
<br />14'4r n8n PRECAST
<br />279
<br />424
<br />m
<br />oa
<br />1w
<br />eel
<br />—
<br />some
<br />1f-07 nor► F1tECA8T
<br />2/5
<br />2a
<br />100
<br />ud ner► PREd1BT
<br />w
<br />m
<br />m
<br />7a
<br />m
<br />1m
<br />49
<br />m
<br />+some
<br />,m
<br />ten
<br />mil
<br />ar
<br />40
<br />4m
<br />m
<br />"a
<br />Ns
<br />u'd (t79') PRESI
<br />Nx
<br />M
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />144` n70) P1®TREaED
<br />N.R.
<br />294
<br />01
<br />uw (IM PINWRCENED
<br />m
<br />w
<br />w
<br />m
<br />w
<br />m
<br />m
<br />m
<br />m
<br />m
<br />lift
<br />t1a
<br />4es
<br />NR
<br />tm
<br />1m
<br />m<
<br />at7
<br />MR
<br />184' 1849 PRm1m 1R
<br />(
<br />MR
<br />m
<br />NR
<br />m
<br />m
<br />m
<br />11" (111" PMTA1MM
<br />NJt.
<br />211
<br />a
<br />I" no#9 PIMBTRMM
<br />m
<br />w
<br />all
<br />m
<br />m
<br />on A
<br />w
<br />sosj
<br />m
<br />ww.J1m
<br />Mt
<br />tw
<br />4"
<br />7%
<br />1tm
<br />,m
<br />some
<br />mt
<br />ws
<br />174. 1298'1 P EED
<br />NR
<br />m
<br />m
<br />NR
<br />m
<br />m
<br />I" am P8311
<br />NA
<br />194
<br />04
<br />174' am711681R13>8®
<br />w
<br />1e
<br />w
<br />m
<br />4es
<br />m
<br />es1
<br />m
<br />m
<br />m
<br />,at
<br />m
<br />w3 me
<br />no
<br />m
<br />m
<br />,m
<br />ale
<br />sona
<br />we (2,7') PRD'IRBIW
<br />Nitm
<br />let
<br />m
<br />m
<br />Ile
<br />m
<br />m
<br />NR
<br />181` On PA1E7 RUM
<br />NR
<br />148
<br />12
<br />we mil PR®1 Loom
<br />m
<br />so
<br />m
<br />m
<br />m
<br />w j
<br />4a
<br />m
<br />tw
<br />w
<br />so
<br />ter
<br />tto
<br />m
<br />too
<br />+w
<br />tw
<br />,m
<br />m1
<br />21'{ Wn PA0111iF91®
<br />�'
<br />m
<br />m
<br />m
<br />m
<br />let
<br />m
<br />21 C Om PINES! 1�
<br />NR
<br />IN
<br />42
<br />2tw on PRffi�
<br />to
<br />w
<br />m
<br />m
<br />m
<br />m
<br />m
<br />to
<br />m
<br />m
<br />m
<br />Witt
<br />tm
<br />tm
<br />(20#')
<br />RR
<br />710
<br />40
<br />�'-0" 7 P
<br />to
<br />w
<br />m
<br />1n
<br />m
<br />w
<br />m
<br />m
<br />w
<br />m
<br />m
<br />m
<br />tm
<br />m
<br />�� 7 Pt
<br />NR
<br />m
<br />it
<br />m
<br />m
<br />m
<br />m
<br />,es
<br />m
<br />m
<br />ime
<br />tat
<br />m
<br />tm
<br />w
<br />m
<br />m
<br />1a
<br />m 4sa
<br />m
<br />m
<br />w
<br />m
<br />m
<br />4a
<br />m
<br />m
<br />24'4r (M1') PRWIPE91®
<br />NA
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />244r on PAW71OM
<br />N.R
<br />11
<br />a
<br />2410" On PRE MWM
<br />m
<br />m
<br />m alm
<br />m
<br />RIM
<br />m
<br />la
<br />m
<br />m
<br />w
<br />w
<br />tm
<br />tm
<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />RESAR.
<br />(#) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR.
<br />•ALLVALUESTAXIN PROM IF6D E LOADTAMSYCASTCRETE MAY2118 EDRIDR-PFIECAST PRODUCIEBYOTHINTneQTOR MMVAUMSTATEOMM
<br />•ALL PRECAST PROOUCISARE TO R WTALLAD P01A MAFNFA TURESZ C' ATpNB -PROVIDE 11116111.41,11" OF SEARM PAST EACH aIS OF WRIMOPENM
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATION-CASTE-0RETE
<br />DIVISION ACCEPTANCE #: 16-0126.03
<br />1
<br />♦♦
<br />1
<br />�
<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 />1
<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 />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />�
<br />1
<br />1
<br />�♦
<br />1
<br />1
<br />♦ I
<br />♦♦
<br />1
<br />;
<br />1
<br />♦ I
<br />♦ I
<br />1
<br />♦♦
<br />i
<br />1
<br />♦♦ I
<br />1
<br />♦♦ 4
<br />1
<br />♦ ♦
<br />1
<br />♦Y
<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 />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 />2
<br />1
<br />1
<br />'1
<br />1
<br />�I
<br />1
<br />1
<br />1
<br />1
<br />1
<br />LINO, PROVIDE BB1 WHERE
<br />ROOF TRUSSES BEAR, TOP
<br />1
<br />OF WALL EL, 8'-8", UNO.
<br />1
<br />1
<br />1 r-----T 1 1
<br />1 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 8F28-iT/OMIDB
<br />1
<br />1
<br />L------------
<br />1
<br />♦♦
<br />1
<br />4#
<br />1
<br />♦♦♦
<br />I
<br />♦
<br />1
<br />I
<br />A
<br />♦♦♦
<br />1
<br />♦♦,
<br />1
<br />I
<br />1
<br />1
<br />♦♦
<br />1
<br />♦♦
<br />8RF14- ♦
<br />♦♦
<br />1
<br />♦
<br />1T/0M/0B
<br />♦
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />♦
<br />ffRF- 8F18-1T/OMI08
<br />1
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />1.441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdosigngroup.com
<br />AA #: 0003325
<br />O
<br />a
<br />i
<br />La
<br />SILVER 'DO
<br />LOT #54
<br />BLK #6
<br />PI�OJ>oCT111
<br />04128. 0 —54 1
<br />1[ODaIs
<br />4EBB
<br />"1828—CALI"
<br />GARAOR BWDM.
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />%150 MPH EXAR H ff
<br />PRINT
<br />DATO 01/18/19
<br />Blue=
<br />S2
<br />
|