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FRAMING NOTES
<br />1. V.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 1/2"HDG NAILS.
<br />SMALL JACKS - 9' MAY BE NAILED VW (10)d x 1 12' HOG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 1 Dd x 1 12" HDG NAILS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 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 METALCONNECTORS
<br />ARE TO BE GALVANIZED.
<br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />6. BOTTOM OF UNTELS 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 REVIEWAND
<br />APPROVAL.
<br />9. PLACE 20 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 />pE KP M
<br />REMARK
<br />p
<br />(2) 2X8
<br />BEAM SCHEDULE
<br />® INDICATES OPENING BELOW I T.O.B.=TOP OF BEAM I 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 />(�)
<br />W;xH,
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />8x16
<br />(1)#5
<br />(1)#5
<br />N/A
<br />GROUTED SOLID
<br />BB2
<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 LOADS
<br />8" PRECAST & PRESTRESSED
<br />FOR
<br />U-LINTELS
<br />I
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
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<br />a4mo-�6Bam
<br />SAFE
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />RESAR.
<br />(#) THE
<br />REDUCTI
<br />NUMBERS
<br />DNS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR.
<br />• ALL VALUED TAKEN FROM *SAFE LOAD TAB" BYCASTCPEFE 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 1IDMAUAI C OF BEARING PAST EACH SIDE OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F E.C.P. CORPORATION-CASTELRETE
<br />DIVISION ACCEPTANCE #: 16-012&03
<br />8F16-1T/OMIOB
<br />U.N.O. PROVIDE BB2 WHERE
<br />ROOF TRUSSES BEAR,
<br />TOP OF WALL EL I&T
<br />1
<br />1 I , ,,♦♦
<br />1
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<br />L---------J---------=
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<br />♦ 1
<br />1
<br />_________— SUB �10 L/1 __
<br />8F16-1T/0NDDB ♦
<br />1 I
<br />L— — — — — — -
<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = 1' 0"
<br />d N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdesWigroup.com
<br />AA 6: 0003325
<br />b
<br />h
<br />m
<br />i;
<br />d
<br />0
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<br />1
<br />sysDiv. & LOT:
<br />SILVERADO
<br />LOT #57
<br />BLK- #6
<br />PROJECTp
<br />04128.002-57061
<br />HGDEL•
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGE sVIM0.
<br />LEFT
<br />PAGE:
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />PLAN
<br />150 MPH EXP. B
<br />DAM 1/18/19
<br />SCALE: 1/4"=1'-0"
<br />SHE=
<br />S5
<br />
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