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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' HOG NAILS.
<br />CONCRETE TO WOOD FLOOR:
<br />SIMPSON LTA2 W/ (8) 1Od x 1 10 HDG NAILS, WOOD TO WOOD:
<br />SIMPSON H10A OR LGT2 W/ 1Dd x 1 112" 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 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 PBS36, .ITT' • 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 />Q
<br />(2) 2X12
<br />0
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />RZSZM INDICATES OPENING BELOW I 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />fc (pep
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB7
<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 />GMN
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<br />- POUNDS
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<br />LINEAR
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<br />SAFE
<br />LOAD
<br />PLF
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<br />411
<br />471
<br />746
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<br />324
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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 />(0) THE
<br />REDUCTIONS
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<br />ALL VALUES TAKEN FROM WM LOADTABLES' BY CASTCRETE MAY 2018 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
<br />ALL PRECAST PRODUCTS ARE TO BE I48TA 10 PER MANUFACTURES SPECI1FICATp2S • PROVIDE MINIMUM 4' OF BEARING PAST EACH SM OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
<br />DIVISION ACCEPTANCE M 16-0128.03
<br />_ 8F18-1 TIOM/1B______________ ______-- _ 8F18.1TlOM/OB________T/OM/18�___�____rj1
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<br />ROOF TRUSSES BEAR, TOP
<br />OF WALL EL. 9'-4', UNO.
<br />9
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<br />--------- Z t ----------------
<br />LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />I
<br />A N C N I T N C T II
<br />GrouoLn
<br />3,441 N. KUNALU REAUAN 6LVI7.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774.4078
<br />www.abd"gngmup.com
<br />L AA #: 0003325 J
<br />DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 8134386.2628
<br />FAX: 813.88&280Z
<br />SVHDIV. Ac LOT
<br />SILVERADO
<br />LOT #16
<br />BLK #13
<br />PROJECT#
<br />03719.000-16131
<br />MOIDZU
<br />2795—F
<br />OARAOE SWING:
<br />RIGHT
<br />PARSE:
<br />LIFT BEAM
<br />PLAN AND
<br />NOTES
<br />150 MPH E
<br />DA 10/30/20
<br />SCALE: 1/4"=1'—O"
<br />SHEET
<br />S2
<br />
|