|
tl tt` Lein eII*3
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTA18 VW(9)10d x 1 12" HOG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED W (10)d x i 12" HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD:
<br />USP RT18A OR LUGT2 W/ 1 Od x 1 1/2" HOG 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 SMALL 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 METALCONNECTORS
<br />ARE TO BE GALVANIZED.
<br />S. 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 WALL 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER Q 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 0-0", FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />DEWRRIIP71ON
<br />REMARK
<br />tO
<br />(2) 2x8
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O.e, = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / TOA. = 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 />To
<br />(P21)
<br />SIZE
<br />WzH'
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />axe
<br />(i)4'5
<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
<br />8" PRECAST& PRESTRESSED
<br />LOADS
<br />FOR
<br />UaLINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />0-4-GB
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />*-4-
<br />---
<br />SA
<br />PUP
<br />AD
<br />4-0-g-
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />FA
<br />alai"`
<br />Will
<br />rnm
<br />III
<br />se
<br />W6w
<br />`ram
<br />aaaPfe
<br />""N'
<br />Matte
<br />`ram
<br />rwas
<br />VMS
<br />atel4s
<br />TYPE
<br />LENGTH
<br />M1B
<br />RCMU
<br />TYPE
<br />LENGTH
<br />a54T
<br />waT
<br />atMs4T
<br />sns40'
<br />arw1T
<br />wean
<br />aleatr
<br />`Near
<br />arl44r
<br />antra
<br />41sn
<br />arwaa
<br />a�tr
<br />van
<br />Sr PRECAST
<br />'
<br />?tit
<br />alw
<br />ms
<br />Nee
<br />wT
<br />wN
<br />ww
<br />fawt
<br />8'-8`) PRECAST
<br />t02E
<br />10M
<br />IBM
<br />Bd (4i) PRECAST
<br />w
<br />""on
<br />ww
<br />ww
<br />4w
<br />sw
<br />am
<br />iiN
<br />lOw
<br />4w
<br />Alfa
<br />,eq
<br />aw4
<br />MIN
<br />tow
<br />llsi
<br />aw
<br />71a1
<br />42N
<br />a,w
<br />ewe
<br />1aN
<br />4'-0' PRECAST
<br />1M0
<br />in
<br />wl
<br />iw0
<br />4w
<br />,aN
<br />All
<br />Nw
<br />4%V (4r) PRWABT
<br />M
<br />M
<br />I=
<br />4'r (4n PRECAST
<br />lw
<br />aw
<br />ww
<br />we
<br />4w
<br />ew
<br />wn
<br />fwl
<br />41m
<br />N+a
<br />TW
<br />art
<br />twt
<br />1tw
<br />uw
<br />aw
<br />wa
<br />ww
<br />4w
<br />m
<br />wn
<br />4,�. PR�AB<
<br />1M
<br />us
<br />atla
<br />w1
<br />>t0
<br />4w
<br />alas
<br />w,
<br />4%' �9 PROCABT
<br />=
<br />Bet
<br />1078
<br />IV' �7 PFWMW
<br />,wT
<br />I.
<br />low
<br />W
<br />awe
<br />en
<br />4Rt
<br />we
<br />2iw
<br />4w
<br />wn
<br />tW
<br />wA
<br />1w,
<br />116
<br />Iwr
<br />am
<br />ww
<br />wA
<br />NO
<br />4N1
<br />ew
<br />Br 047 PRECAST
<br />t217
<br />,w
<br />,4w
<br />Iw
<br />2w
<br />al.
<br />>r
<br />e.
<br />Br (S4� PRECAST
<br />411
<br />/i,
<br />74E
<br />B 4' �' Pear
<br />2w
<br />aw
<br />ww
<br />aw
<br />4w
<br />ew
<br />wo
<br />low
<br />IM
<br />pw
<br />,na
<br />ON
<br />ww
<br />wr
<br />wn
<br />4w
<br />8-10' 170') PRECAST
<br />10M
<br />,w
<br />1173
<br />wl
<br />wo
<br />we
<br />llw
<br />NA
<br />T--,0' nB) PRECAST'
<br />&4o
<br />=
<br />Big
<br />6-Ir (M PREGAST
<br />w
<br />M.
<br />Nw
<br />ilw
<br />4133
<br />t4el
<br />few
<br />4w
<br />nw
<br />Tef
<br />aw
<br />w
<br />11w
<br />awl
<br />sI
<br />lw
<br />I lw
<br />4W
<br />941' (7S') PRECAST
<br />,w
<br />Nn
<br />ewi
<br />lw,
<br />law
<br />wt
<br />Bd PRECAST
<br />MY
<br />721
<br />400
<br />Bd PRECAST
<br />w
<br />3M
<br />tw
<br />nn
<br />"—inam
<br />aw
<br />NN
<br />ww
<br />w
<br />ter
<br />1w
<br />>•
<br />taw
<br />I wt
<br />I vu
<br />r-C On PRECAST
<br />743
<br />twf
<br />,1w
<br />ww
<br />ww
<br />aw
<br />sM
<br />aw
<br />7''a �) PRECAST
<br />424
<br />6M
<br />385
<br />7'd Mn PRECAST
<br />7w
<br />W
<br />1N1
<br />ton
<br />wN
<br />aw
<br />low,
<br />am
<br />M
<br />7w
<br />/w1
<br />/w
<br />m
<br />a,fa
<br />2wr
<br />lw
<br />Br („ PRECAST
<br />29
<br />M4
<br />w
<br />11w
<br />1w
<br />MR
<br />aw
<br />ww
<br />asM
<br />B4' (114) PRE�Aer
<br />823
<br />E12
<br />230
<br />eH' (7,2� PRECAST
<br />W
<br />To-
<br />,
<br />,mr
<br />me
<br />>@
<br />Iw
<br />as
<br />wN
<br />M
<br />aw
<br />ww
<br />m
<br />w
<br />aw
<br />/w
<br />9w
<br />aw
<br />low
<br />,Br n2a) vREDAer
<br />476
<br />w
<br />w
<br />w/7
<br />aw
<br />ff"im
<br />w o
<br />1C&'. (12B) PRSCAST
<br />2M
<br />401
<br />,SD
<br />1a-B (12Cj PRECAST
<br />w
<br />an
<br />w
<br />,
<br />a m
<br />W
<br />wee
<br />tw
<br />2w
<br />4761
<br />w
<br />w
<br />110
<br />1412
<br />nw
<br />s
<br />aw
<br />H'r (11M PRECAST
<br />aM
<br />w
<br />w
<br />,w
<br />/w
<br />aw
<br />uw
<br />4lw
<br />114' (13C) PRECAST
<br />2G0
<br />4M
<br />1M
<br />N4' nae) PREP,ABT
<br />w4
<br />ON
<br />lw1
<br />—111
<br />w
<br />w
<br />1w
<br />1w
<br />us
<br />ow
<br />4w
<br />444
<br />w
<br />1w
<br />owl
<br />21w
<br />1" (1K') PRECAST
<br />337
<br />w
<br />w
<br />taM
<br />tw/
<br />m
<br />O
<br />ww
<br />12'-0^ (144') PREfM' T
<br />244
<br />402
<br />t3T
<br />t2Yi nM1 PIffi�CABT
<br />4w
<br />4w
<br />IN
<br />w
<br />1
<br />1
<br />loon
<br />ee
<br />n
<br />1aN
<br />lw
<br />a,w
<br />m
<br />llw
<br />4A
<br />w
<br />w
<br />wA
<br />13'+N nS0") PRECAST
<br />2e6
<br />4n
<br />l4
<br />,We
<br />tw
<br />1w
<br />aw
<br />low
<br />/Br nep! PRECAST
<br />217
<br />2M
<br />110
<br />13'r n80") PRECAST
<br />w
<br />w
<br />w
<br />tw
<br />w
<br />1
<br />m
<br />4"
<br />M
<br />,wa
<br />fes
<br />1w
<br />ON
<br />ww
<br />4w
<br />w
<br />m
<br />1w
<br />H
<br />1
<br />IM
<br />w4r (1BS� PRECAST
<br />zro
<br />4N
<br />,w
<br />WE
<br />t
<br />law
<br />am
<br />,4tEr n8S) PREGBT
<br />20E
<br />2M
<br />100
<br />14'O' nM') PR1111
<br />am
<br />w
<br />w
<br />IN
<br />w
<br />I=
<br />w
<br />w
<br />I=
<br />,w
<br />lwT
<br />ww
<br />wo
<br />4e
<br />4w
<br />m
<br />1w
<br />tw
<br />N4' 1 PRESREGIB®
<br />(�
<br />NA
<br />Nl
<br />Wt
<br />N4
<br />M
<br />M
<br />let
<br />114' (17B) PG!l1RB11®
<br />NR
<br />M4
<br />S,
<br />NV' n7S9
<br />w
<br />No
<br />la/
<br />on
<br />w
<br />Nlj
<br />wt
<br />w
<br />w
<br />w
<br />lilt
<br />11711111
<br />w
<br />m
<br />tw
<br />tw
<br />ww
<br />MIT
<br />w/a
<br />I" 1N PRE
<br />(
<br />NR
<br />M1
<br />No
<br />IN
<br />M!
<br />N,
<br />M1
<br />�
<br />I" nen Pt
<br />N.R.N
<br />200
<br />M
<br />IBM (1841 PRE
<br />w
<br />ili
<br />w
<br />4M
<br />w
<br />m
<br />w
<br />w
<br />eH
<br />will
<br />4u
<br />To
<br />fw
<br />1!E
<br />'a,le
<br />waa
<br />fIN
<br />PM PRESTAEM®
<br />NR
<br />Iw
<br />NR
<br />wt
<br />MR
<br />M
<br />N1
<br />M!
<br />17'-P ( PMBI11lMED
<br />NA
<br />1M
<br />M
<br />,74' On PRE
<br />W
<br />tw
<br />w
<br />w
<br />w
<br />w
<br />M
<br />Too
<br />w
<br />m
<br />taT1
<br />w
<br />tow
<br />w
<br />ae
<br />w
<br />tw
<br />10few
<br />aW
<br />1V•4' Mn PRE87P�
<br />NR
<br />M
<br />-
<br />NI
<br />IN
<br />Nl
<br />a
<br />Nl
<br />1Sr Mn P
<br />NR
<br />IN
<br />62
<br />1Br Mn PRBBIR
<br />IN
<br />w
<br />w
<br />w
<br />an
<br />woodw
<br />4w
<br />W
<br />W
<br />W
<br />T6
<br />1W
<br />w
<br />40
<br />w
<br />tow
<br />1w
<br />w
<br />01s
<br />274' fsw9 PRIG
<br />MR
<br />Nl
<br />Nt
<br />,R
<br />IN
<br />N,
<br />M
<br />D'r �) PNNVF M®
<br />MR
<br />125
<br />42
<br />21W Wr PMWRM
<br />w
<br />w
<br />Ms
<br />w
<br />w
<br />w
<br />w
<br />wr
<br />w
<br />aa,
<br />w
<br />w
<br />aw
<br />lw
<br />1w
<br />ie
<br />w
<br />w
<br />11N
<br />waa
<br />fw
<br />II (MI PREQRi�
<br />NJL
<br />lw
<br />Nt
<br />N4
<br />,w
<br />W
<br />m
<br />�
<br />2210' MM Pnviote B®
<br />Nit
<br />Is
<br />40
<br />2S4' W1 FR8GIR61B�
<br />m
<br />�
<br />w
<br />w
<br />4w
<br />w
<br />=in
<br />1w
<br />w
<br />w
<br />TN
<br />low
<br />u,e
<br />tw
<br />wT
<br />IN
<br />w
<br />to
<br />w
<br />w
<br />W
<br />w
<br />4n
<br />w
<br />w
<br />w
<br />a
<br />W4r (Me'9 PREXI
<br />NR
<br />M
<br />NA
<br />,w
<br />Nt
<br />MW
<br />NR
<br />W-W (2M') PNOTRUBFD
<br />NA
<br />N
<br />as
<br />74'-0' Mn PREB1RwB�
<br />1N
<br />w
<br />us
<br />w
<br />4w
<br />w
<br />wT
<br />w
<br />1w
<br />w
<br />w
<br />w
<br />w
<br />ew
<br />1w
<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 />-ALLVALUES TAIM FROM TAPE LOAD TABLES' BY OASICREM MAY 2D/E ®ITI011 • PRECAST PRODUCTS SY OT,I®18 TO M$T OR EXCEED VAL11E88TA70ASOVE
<br />-ALL PREOAET PRODUCTS ARE TO BE INIVAILED PER MANIFACR RE8 EPECIFICATIONR • PROVIDE MINIMUM IV OF BE.ARIND PAST EACH SW OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.P. CORPORATION-CASTE -CRETE
<br />DIVISION ACCEPTANCE #: 18-0128.03
<br />1 r_________- r
<br />1 1
<br />1 1 ,'I110 SFI,
<br />1 1
<br />1 1
<br />1 1
<br />1 1 1
<br />( 1 1
<br />1 1
<br />1 1
<br />Lm------------- 1—--------_ww-
<br />OF28-ITIIMIOB
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = 1'-0"
<br />1
<br />1
<br />1
<br />1
<br />1 b
<br />1
<br />i
<br />1
<br />1
<br />1441 N. RONALD REAOAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX:407-774.4078
<br />www.abdeslgngroup.com
<br />L AA N: 0003325
<br />sUDDIV. a# L10
<br />SILVERADO
<br />LOT ##52
<br />BLK ##6
<br />PROJECT#
<br />412 .002-52061
<br />uoasLL:
<br />4ENB
<br />"1751—NEUVILLE"
<br />GAM11i SWING:
<br />LEFT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />50 MPH EXP.
<br />24
<br />DA IL of/is/is
<br />8CAXAL- 1/4'=1'-0"
<br />S2
<br />
|