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FRAMING NOTES:
<br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
<br />CONCRETE TO WOOD ROOF: USP HTAIe WT (9)100 x 1 12" HDG NAILS.
<br />SMALL JACKS < 9' MAY BE NAILED WO (10)d x 1 12" HDG NAILS, CONCRETE TO
<br />WOOD FLOOR:
<br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD:
<br />USP RT16A OR LUGT2 W/ i Od x 1 12" 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 94 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
<br />MANUFACTURER SHOWN IN STRUCTURAL PLANS.
<br />8. 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 WALL 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 PIIS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C.
<br />10. TRUSS REACTIONS AND UPLIFTS SHOV%N 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 />DE;BC.�RIFKION
<br />REMARK
<br />0
<br />(2)2XII
<br />BEAM SCHEDULE
<br />INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH I 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 />(psi)
<br />SIZE
<br />REINFORCEMENT
<br />STIRRUPS
<br />REMARKS
<br />STM.
<br />TOP
<br />MID
<br />SIZE
<br />SPACING
<br />BB1
<br />MASONRY
<br />3000
<br />808
<br />(1)4S
<br />(1)#5
<br />N/A
<br />GROUTED SOLID
<br />882
<br />MASONRY
<br />3000
<br />BxB
<br />11)#5
<br />N/A
<br />GROUTED 90LID
<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 />SAFE UPLIFT LOADS FOR
<br />8"
<br />PRECAST
<br />& PRESTRESSED
<br />U-UNTELS
<br />SAFE
<br />LOAD -POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />�F466A
<br />SAPS
<br />AD
<br />SAFE
<br />LOAD -POUNDS
<br />PER
<br />LINEAR
<br />FOOT
<br />TYPE
<br />LENGTH
<br />SIM
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<br />TYPE
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<br />1026
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<br />16M
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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 />REDUCTIONS
<br />NUMBERS
<br />IN PARENTHESIS
<br />FOR GRADE
<br />40 FIELD
<br />ARE
<br />ADDED
<br />PERCENT
<br />REBAR
<br />-ALLVAWEB TAKIN PROM WM (DAD TAKM aY CASTCPWM VAY 20W EDITION -PRECAST PRODUCTS EY OTNERS TO MEETOR EXCEbVAIUN STA7SID ABOVE
<br />-ALL PRECAST PROOUCTBARE TO BE 9MTALLED PER MAMJFACTUBSSPEDIWATRRA -PROVIDE IISMae C OF 861111101113 PAST EACH SIDE OF WINDOW OPENING
<br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTE-CRETE
<br />DIVISION ACCEPTANCE #: 1"l28.03
<br />---------------- ------ —----- ----- —--------- -----------
<br />8F1
<br />8F18-1 T/OM/0B
<br />U.N.O. PROVIDE B82 VNiERE
<br />ROOF TRUSSES BEAR,
<br />TOP OF WALL EL IV-8"
<br />1 1
<br />♦ , , 1 1
<br />1
<br />i
<br />1
<br />op
<br />1 1�
<br />BFILIT/VW.--J------- 140
<br />; 1
<br />1 1 1
<br />ti
<br />1-----------j---- 1
<br />I 1 1
<br />—} 8F18-iT O11E o — — — 8F18-1T/OMNB L---------,
<br />SECOND FLOOR LIFT BEAM PLAN
<br />SCALE: 1/4"- 1'-0'
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesWngroup.twm
<br />L AA #: 0003325 ,
<br />�anm�
<br />33trnaiv ee Loai
<br />SILVERADO
<br />LOT #51
<br />BLK. #6
<br />FROJ>DO
<br />04128.002-51061
<br />xoD]BIt
<br />4EHB
<br />"2605— HAYDEN"
<br />GAPAGX DIVING:
<br />RIGHT
<br />FACIE
<br />SECOND
<br />FLOOR
<br />LIFT BEAM
<br />PLAN
<br />150 MPH EXP. B
<br />1/17/19
<br />3)CALM 1/4"=1'-0"
<br />m3cmw
<br />4. s5
<br />
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