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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 1/2"HDG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8)10d x 1 1/2' HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ 10d x 1 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 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 />B. 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 P8S36, .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 />am a
<br />IDESOFUIPTION
<br />REMARK
<br />O
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />RaNEW INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.D.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
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<br />ZE
<br />W,,
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x18
<br />(1)#5
<br />(1)#5
<br />N/A
<br />GROUTED SOLID
<br />BB2
<br />MASONRY
<br />3000
<br />Bx8
<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 8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />04MeB
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />SAFPL
<br />OAD
<br />*--
<br />SAFE
<br />LOAD
<br />- POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />SIX
<br />Baas
<br />Wane
<br />4FIsa
<br />SP1s/e
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<br />s4' (4r) PRECAST
<br />2231
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<br />610
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<br />tea,
<br />V4• (42') PRECAST
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<br />24M
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<br />4aN
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<br />44' (45y PRECAST
<br />1985
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<br />MID
<br />m
<br />7m
<br />Mn
<br />4'4' (48' PRECAST
<br />755
<br />783
<br />1309
<br />4'4' (4V) PRECAST
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<br />4'•5' (54-) PRECAST
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<br />B4' 614') PRECAST
<br />1217
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<br />434
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<br />41M
<br />5'4' (7S') PRECAST
<br />906
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<br />34M
<br />31M
<br />37W
<br />MM
<br />MM
<br />64' (►M) PRECAST
<br />507
<br />721
<br />40D
<br />84' (?n PRECAST
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<br />104• (120') PRECAST
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<br />114• (185� PRECAST
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<br />1222
<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 WM LOAD TABLES' BY CAS ORETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
<br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIND" 4' OF SEARNG PAST EACH SIDE OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 1"126.03
<br />I
<br />1
<br />------- t —J
<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />1441 N. RONALD REAGAN BI
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<br />LOT #39
<br />BILK. #9
<br />PROJRCT
<br />04181.00 —39091
<br />MODZia
<br />4EHB
<br />°2605—HAYDEN17
<br />GARAGE 81RNd:
<br />RIGHT
<br />PAGL':
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />PLAN
<br />160 MPH EXP. C
<br />
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