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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 110 HDG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED W7 (10)d x 1 12" HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 12" HDG NALS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL 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 LINTEL
<br />MANUFACTURER SHOWN N STRUCTURAL PLANS.
<br />S. BOTTOM OF LNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
<br />CLEAR SPAN OPENINGS.
<br />7. LINTELS SHALL HAVE 4' NOMINAL BEARING (41.
<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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER Q 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 V-0', FINISH FLOOR. UNLESS
<br />NOTED OTHERWISE.
<br />HEADER SCHEDULE
<br />MARK
<br />DESL,RI n�
<br />REMARK
<br />O
<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.ES. = FROM EACH SUPPORT, T.O. = THROUGHOUT
<br />MARK
<br />DESCRIPTION
<br />(Pal)
<br />I
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />BTM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />881
<br />MASONRY
<br />3000
<br />8x18
<br />(1)i5
<br />(1)Al5
<br />N/A
<br />GROUTED SOLID
<br />$82
<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 />LLUNTELS
<br />SAFE LATERAL LOADS
<br />8" PRECAST & PRESTRESSED
<br />FOR
<br />U-LINTELS
<br />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-LINTELS
<br />4MI``BIIm
<br />SAFE
<br />LOAD -
<br />POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />`IIeP448IS
<br />SA
<br />PIF AD
<br />�/1eI`o—
<br />SAFE
<br />LOAD •POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
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<br />(#) THE NUMBERS IN PARENTHESIS
<br />REDUCTIONS FOR GRADE
<br />40 FIELD
<br />ARE PERCENT
<br />ADDED
<br />REBAR
<br />(0) THE
<br />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40
<br />ARE
<br />FIELD ADDED
<br />PERCENT
<br />REBAR.
<br />ALL VALUES TAIMN FROM WA LOAD TABLES' BY CASTCRETE MAY 2916 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EWCENDVALUES STATED ABOVE
<br />ALL PRECAST PRODUCTS ARE 70 BE INSTALLED PER MRMIFACTUIWSPECFICATIONB -PROVIDE MWASS1 P OF BLVOI0 PANT EACH 810E OF WIDOW OPE76J9
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTECRETE
<br />DIVISION ACCEPTANCE #: 18-0126.03
<br />FIRST FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4" = V-0"
<br />-1 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />wwwabdesW*mup.com
<br />AA #: 0003325
<br />ANNIE
<br />sysa:v a/ LOP
<br />SILVERADO
<br />LOT #11
<br />BLK. #12
<br />PItOJ�CTp
<br />04128. -1 12
<br />1wz"m
<br />"2605- HAYDEN"
<br />GARAGM NIFEW02
<br />LEFT
<br />PAGIM
<br />FIRST FLOOR
<br />LIFT BEAM
<br />PLAN
<br />AND NOTES
<br />150 MPH EXP. B
<br />E11/15/18
<br />=CAI ia:1/4"=r—O"
<br />Baum T
<br />s2
<br />
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