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I
<br />FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1YY HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8)1 Od x 1 112" HOG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ 1 Od x 1 10 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 HILT] X-ZF, POWDER ACCTUATED
<br />FASTENER, ZF 72 P8836, .177" ' x 2 718" 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 Y-0% FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />DESCRIPTION
<br />REMARK
<br />Q
<br />(2) 2X12
<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 / TAS = TOP OF SLAB
<br />ABBREVIATIONS
<br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />fc
<br />(psi)
<br />SIZE
<br />W H'
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB!
<br />MASONRY
<br />3000
<br />8x8
<br />(1)#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 />U-LINTELS
<br />SAFE UPLIFT LOADS
<br />FOR 8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />GN28
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />41mF�M08
<br />SAFPL
<br />OAD
<br />GIm91�`N98
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />eFom
<br />��
<br />��
<br />s72oae
<br />��
<br />�®
<br />"'�
<br />TYPE
<br />LENGTH
<br />OW
<br />SFB
<br />RGIU
<br />TYPE
<br />LENGTH
<br />wtt
<br />w2f
<br />w,stt
<br />wum
<br />oF1s•tt
<br />wMm
<br />wart
<br />wwm
<br />eca44r
<br />waw
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<br />ymn
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<br />eP,sN
<br />oT,e-M
<br />wtwe
<br />w41ao
<br />wLLN
<br />w3:-u
<br />Sfi (41) PRECAST
<br />223/
<br />am
<br />one
<br />51m
<br />ew7
<br />mm
<br />mw
<br />I0101
<br />Ss ('r) PRECAST
<br />1025
<br />1024
<br />1598
<br />S4' (42") PRECAST
<br />1m
<br />2m
<br />301
<br />4aw
<br />ma
<br />Mai
<br />7001
<br />mw
<br />Nob
<br />MM
<br />Tea
<br />om4
<br />MM
<br />INN
<br />/m
<br />2m
<br />am
<br />Nm
<br />bm
<br />Mai
<br />7m
<br />N-W (NS') PRECAST
<br />,BBB
<br />25M
<br />2m
<br />300
<br />4m
<br />ON
<br />70N
<br />81m
<br />4'4T (!a') PRECAST
<br />7B6
<br />7B3
<br />1909
<br />4'd (d87 PREi'/18f
<br />tm
<br />2m
<br />7000
<br />2M0
<br />46n
<br />am
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<br />Ten
<br />OA4
<br />70w4
<br />iMw
<br />tm
<br />tam
<br />201D
<br />eMs
<br />46n
<br />bass
<br />eon
<br />4?-r (5{� PRECAST
<br />150
<br />1m
<br />2110
<br />2W
<br />nw
<br />4m
<br />6100
<br />up
<br />4s (54-) PRECAST
<br />502
<br />N7
<br />1073
<br />4W (54') PRECAST
<br />tm7
<br />2m
<br />27m
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<br />4043
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<br />21w
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<br />7
<br />tam
<br />1010
<br />279
<br />sin
<br />40N
<br />m,
<br />am
<br />84' (6/') PRECAST
<br />,217
<br />18N
<br />,4m
<br />tm
<br />gem
<br />21w
<br />8m
<br />42N
<br />S4' (M') PRECAST
<br />411
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<br />10m
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<br />2m
<br />aa18
<br />31"
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<br />two
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<br />1931
<br />2m
<br />26N
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<br />300
<br />S-,0' (Po•) PRECAST
<br />310
<br />S99
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<br />ww
<br />3107
<br />mm
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<br />31m
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<br />1 Nae
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<br />900
<br />,2w
<br />2177
<br />8w0
<br />aw1
<br />mm
<br />'
<br />wM
<br />Ss (7B� PRECAST
<br />507
<br />rn
<br />490
<br />Ss (78') PRECAST
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<br />2m
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<br />M01
<br />8m
<br />(9O•) PRECAST
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<br />634
<br />963
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<br />79
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<br />210
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<br />21m
<br />2m
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<br />281
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<br />1V.5' (128� PRECAST
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<br />110
<br />14M
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<br />230
<br />11'4' (135� PRECAST
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<br />11'4• (,38') PRECAST
<br />421
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<br />397
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<br />197
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<br />424
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<br />21V
<br />200
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<br />203
<br />100
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<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
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<br />REBAR.
<br />-ALL VALUES TA1034 FROM •SAFE LOAD TABLES' By CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
<br />-ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIN IANM!• OF BEARING PAST EACH BIDE OF WIDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 1"126.03
<br />--------------------------------------------------------------'1'—
<br />► BF76-1-7=18 8F16-1T/OM/OB 8F16-1T/OM/1B
<br />8F16-1T/OM/1B
<br />10'-W
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<br />=--0----
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<br />L-----j-----J
<br />L----------7A
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = I -(r
<br />I! C N I T! C T S
<br />6
<br />Gro
<br />up.
<br />41 N. RONALD REAGAN S"
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: OW3325
<br />DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 336M
<br />PH: 813888-2628
<br />FAX:813S862802
<br />QIIIIIIIIII
<br />0
<br />SLIHDIV. Ae LOT:
<br />SILVERADO
<br />LOT #13
<br />BLK #10
<br />PROJWTN►1
<br />03719.000-13101
<br />MODEL
<br />2795-D
<br />GARAGE 8111IiliG:
<br />RIGHT
<br />PAGE:
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />
|