|
FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2' HDG NAILS,
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 WI 10d x 1 11T 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 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 PBS36, .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 A
<br />DESCRIPTION
<br />REMARK
<br />0
<br />(2) 2X8
<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 CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />(e
<br />SIZEWXH
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />081
<br />MASONRY
<br />3000
<br />8x8
<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 S"
<br />PRECAST
<br />& PRESTRESSED
<br />ULINTELS
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />SAFE
<br />PLOAD
<br />LF
<br />SAFE
<br />LOAD
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />SUS
<br />Ne46
<br />entaee
<br />stsN
<br />ePmN
<br />eP24N
<br />®
<br />TYPE
<br />LENGTH
<br />OUS
<br />8F6
<br />RCMU
<br />LENGTH
<br />TYPEE..
<br />rn>1T
<br />st2m
<br />OPWTT
<br />steer
<br />N�,T
<br />woo
<br />WOW
<br />How
<br />VWiT
<br />18N2T
<br />sslT
<br />Na0.2T
<br />34' (42') PRECAST
<br />211
<br />TO (42') PRECAST
<br />ION
<br />1024
<br />I=
<br />34 (42) PRECAST
<br />3M
<br />4N4
<br />NN
<br />mat
<br />1N1
<br />2t64
<br />48t
<br />ON
<br />NO
<br />am
<br />4'4• (4S) PRECAST
<br />16e9
<br />4'4' (461 PRECAST
<br />785
<br />763
<br />1305
<br />4'4• (46•) PRECAST
<br />ION
<br />NN
<br />m8
<br />4rn
<br />ON
<br />8rn
<br />NN
<br />N18
<br />4rn
<br />0
<br />N1e
<br />44• (641 PRECAST
<br />1ppi
<br />P4' PC) PRECAST
<br />i
<br />6S2
<br />6S,
<br />1073
<br />4'-S (649 PRECAST
<br />ION
<br />2M
<br />MS
<br />40N
<br />4111
<br />SM
<br />11W
<br />2M
<br />Nu
<br />4042
<br />m1
<br />N+0
<br />VW (64') PRECAST
<br />1217
<br />I 64' (64� PRECAST
<br />411
<br />411
<br />746
<br />6'�4' (64") PRECAST
<br />2s7e
<br />NN
<br />Nee
<br />Nn
<br />NN
<br />227e
<br />NN
<br />2Ne
<br />eN1
<br />4eN
<br />s-10' (M PRECAST
<br />,oez
<br />vm- (70') PRECAST
<br />810
<br />88S
<br />616
<br />s-,7 (70') PRECAST
<br />m
<br />m
<br />No
<br />3m
<br />nM
<br />od
<br />NN
<br />2N2
<br />2N/
<br />3=
<br />NN
<br />SO Pn PRECAST
<br />606
<br />64' (78•) PRECAST
<br />W7
<br />721
<br />JIM
<br />SO (7M) PRECAST
<br />M-,
<br />,
<br />NN
<br />3M
<br />m e.
<br />m
<br />,4m
<br />NN
<br />NN
<br />2n2
<br />22N
<br />m2
<br />r4• On PRECAST
<br />743
<br />T4' Pn PRECAST
<br />424
<br />534
<br />363
<br />T4' (60') PRECAST
<br />W
<br />nv
<br />m
<br />m
<br />t2N
<br />IM
<br />2Ne
<br />2Ne
<br />2121
<br />31N
<br />P1" (112') PRECAST
<br />664
<br />Cd' (1121 PRECAST
<br />326
<br />512
<br />230
<br />v-C (1121 PRECAST
<br />eel
<br />10e
<br />„
<br />Uri
<br />,n
<br />21N
<br />3=
<br />ew
<br />m
<br />me
<br />NN
<br />,eN
<br />2224
<br />am
<br />10'4' (126') PRECAST
<br />476
<br />IWO (12n PRECAST
<br />294
<br />401
<br />160
<br />10.4' (12r) PRECAST
<br />m
<br />rn
<br />m
<br />t
<br />,
<br />mi
<br />2mt
<br />eN
<br />eN
<br />„N
<br />,4T2
<br />,TN
<br />20N
<br />1,4• (196') PRECAST
<br />962
<br />III n36') PRECAST
<br />260
<br />452
<br />154
<br />„4' (136') PRECAST
<br />474
<br />ea
<br />eN
<br />tNr
<br />,
<br />tm
<br />,iN
<br />4"
<br />m
<br />tart
<br />SHI
<br />,eN
<br />21e1
<br />12'-0' (144') PRECAST
<br />337
<br />124• (144) PRECAST
<br />244
<br />402
<br />IV
<br />12'-0' (1441 PRECAST
<br />M
<br />124
<br />NI
<br />„
<br />,
<br />,Ne
<br />4N
<br />m
<br />No
<br />,aN
<br />,
<br />,m
<br />2m6
<br />13.4- (ISO-) PRECAST
<br />2S8
<br />13'4' (160') PRECAST
<br />217
<br />824
<br />NO
<br />134' (160') PRECAST
<br />418
<br />M
<br />em
<br />M
<br />e0a
<br />,
<br />I=
<br />4N
<br />4N
<br />TN
<br />Im
<br />1N7
<br />14.4' (168� PRECAST
<br />279
<br />14'4• (181 PRECAST
<br />206
<br />2S3
<br />100
<br />14'4• (IW) PRECAST
<br />aM
<br />2M
<br />eN
<br />70
<br />eN
<br />,NO
<br />14.4' (i7S) PREBiRESB®
<br />N.R
<br />Iwo (Im PRESTRESSEDN.R.
<br />294
<br />01
<br />iM4' (17W) PRESTRESSED
<br />31
<br />fle
<br />2N
<br />m
<br />m
<br />8Y
<br />rn
<br />m
<br />eN
<br />M
<br />,m
<br />,184
<br />1" (164') PRESTRESSED
<br />N.R.
<br />164- (184') PRESTRESSED
<br />N.R
<br />20
<br />83
<br />194' (1841 PRESTRESSED
<br />N4
<br />M
<br />313
<br />218
<br />4N
<br />eN
<br />etl
<br />Ne
<br />7N
<br />e,1
<br />,8N
<br />lrW (206') PRESTRESSED
<br />NI
<br />,r4' pm PREBTRE66ED
<br />N.R
<br />194
<br />64
<br />1r4• pm PRESTRESSED
<br />,n
<br />1N
<br />m
<br />m
<br />N8
<br />M
<br />ON
<br />M
<br />,m
<br />M.
<br />1473
<br />164' Mn PRESTRESSED
<br />N.R.
<br />164' On PRESTRESSED
<br />N.R.
<br />148
<br />52
<br />15-4 p32� PREST
<br />IN
<br />1N
<br />2N
<br />Ne
<br />aN
<br />4N
<br />M
<br />8N
<br />e47
<br />81/
<br />NT
<br />,
<br />WE
<br />172/
<br />214' meek PPE81R
<br />N.R
<br />214' p66') PRESTRESSED
<br />N.R.
<br />126
<br />42
<br />214• On PRWrRMWM142
<br />ON
<br />m
<br />2m
<br />rn
<br />N0
<br />Nr
<br />4N
<br />7n
<br />m
<br />Ne
<br />m
<br />1048274'
<br />p641 PRESIREsm
<br />N.R
<br />2r4• p&� PRESTRE88ED
<br />N.R
<br />118
<br />40
<br />2T4' pe41 PRESTRESSEDHe
<br />2N
<br />m
<br />rn
<br />818
<br />4N
<br />eM
<br />eN
<br />m
<br />,m2N
<br />m
<br />244' (18n PRESIME88ED
<br />NR
<br />24'4' p6e� PRESTRE68ED
<br />N.R
<br />iM
<br />39
<br />24'4' p66') PRE8T1688E0negel
<br />7N
<br />Ne
<br />3N
<br />4N
<br />4N
<br />eN
<br />4N
<br />w
<br />eN
<br />rn
<br />Ytl..
<br />-
<br />wo
<br />me
<br />N4
<br />eN
<br />No12N
<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'SAPE LOAD TABLES BY CASTCRM MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
<br />•ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFIrAT(ONS • PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 16-0126.03
<br />omm000
<br />O�mOmOE�
<br />IOm�000�
<br />0m000�o
<br />�mom�roo�
<br />0m©omoo
<br />��s�0000
<br />mmd�oom
<br />DE5�70m��Q'
<br />'-
<br />�m�
<br />O�m00m0
<br />om®oo�!cr
<br />OD®0��0
<br />ommoo�!�r_
<br />00000©o
<br />oomm000
<br />O��Om00
<br />or,�momoo
<br />®omomov1�
<br />0��0
<br />�OLJJ
<br />000�0©0
<br />0��0�00
<br />0�00®00
<br />0000��©
<br />©DODO©0
<br />�a--�--,- SFAS-1T/O--------.>-----1T/Q—---_--_, ------SFAS-1T/OMI08—�------�
<br />I 3
<br />F-
<br />u b
<br />4
<br />8F16-1T10M/0B N i
<br />m
<br />a S
<br />� 1
<br />'r
<br />I s
<br />» (
<br />$ i
<br />a i
<br />2 »
<br />Y
<br />� k
<br />(
<br />S
<br />:
<br />I I
<br />1 €
<br />E I
<br />UNO, PROVIDE BBI WHERE
<br />ROOF TRUSSES BEAR, TOP Y
<br />OF WALL EL. 8'-8", UNO. ? I
<br />(
<br />(
<br />3 )
<br />i
<br />L-----� i
<br />»
<br />,r
<br />a
<br />8F8-
<br /># i 4
<br />:
<br />( 4" 8F16-1T/OM/08
<br />P
<br />»
<br />o
<br />� a
<br />M4 wo
<br />BF8- ; 8F28-1T/OMIOB
<br />-------------
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />1441 N. RONALD REAGAN BLVD
<br />LONGWOOD, FL 32750
<br />PH: 407-7748078
<br />FAX- 407-7744078
<br />www.N bd"signgrou p.com
<br />AA t7: 0003325
<br />FJ
<br />5T1
<br />I
<br />I
<br />9tMDIV. Ae LOT
<br />SILVERADO
<br />LOT #10
<br />BLK #19
<br />PROJECT
<br />04128.00�-10191
<br />MODUL:
<br />4EAB
<br />"1672-ARIA°
<br />GARAGE OWING:
<br />RIGHT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH E . B
<br />
|