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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1Dd x 1 1/2" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od 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•011 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 (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 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 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 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 />812E A <br />DESCRIPTION <br />REMARK <br />iQ <br />(2) 2X6 <br />BEAM SCHEDULE <br />EZZZM 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.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(P61) <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 />Bxi6 <br />1 #5 <br />(1 #5 <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />Sx8 <br />1 #5 <br />N/A <br />GROUTED SOLID <br />CB1 <br />CONCRETE <br />3000 <br />6x31 <br />2 #5 <br />2'#. <br />#3 <br />8"O.C. <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />IS SAFE LOAD -POUNDS PER LINEAR FOOT /9B -SAFE <br />PLF <br />TYPE wooSUB seawoo04M naa n3ws �� Besse TYPE -._ --- Rewi <br />LENGTH <br />74' (42') PRECAST 2431 <br />4'41' (48) PRECAST 1968 <br />'for (64') PRECAST 1699 <br />Bd' (64') PRECAST /217 <br />W-10' (70') PRECAST 1082 <br />94r cm PRECAST 9D8 <br />T41' (M PRECAST 743 <br />" (112') PRECAST 554 <br />1Wfi' (125) PRECAST 475 <br />11-4- (13S') PRECAST 362 <br />1" (141') PRECAST 837 <br />13-W (1W) PRECAST 296 <br />IN-W (168') PRECAST 279 <br />14'4' (11M PRESTRESSED NA <br />I&W (180) PRESTRESSED N.R. <br />1T-' On PRESTRESSED NA <br />I" l2(1T7 PRE$TRE88ED N.R <br />21W Mill PRESTRESSED NA <br />2T-V P'll PRESIRF88ED N.R. <br />24'47' (T68') PRE8TRE88ED <br />Om00 <br />OD�Om <br />v00000m <br />mm©o©ov <br />mom�r.!©om <br />mmm000v <br />mm0000v <br />"moomc�-�i <br />0�00000 <br />oomo©m" <br />ommom�!�n <br />o"m©omol <br />""m0000 <br />oommmoo <br />oomo"oo <br />©omomov <br />©Om0"m0 <br />O�mOm®0 <br />D�mmm®0 <br />0"m00�0! <br />avo©a)m©o©I <br />NA - is 4p 4 0 *4 1 04 1 IM I IM <br />(0) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY2DI5 EDITION <br />• ALL PRECAST PRODUCTS ARE TO a INSTALLED PER MMHIFACTUiES SPECIFICATIONS <br />T-r (42') PRECAST <br />102E <br />1 1024 <br />1 1998 <br />W-W N69 PRECAST <br />786 <br />763 <br />13M <br />N-r (64') PRECAST <br />692 <br />W <br />1073 <br />V41' (64-) PRECAST <br />411 <br />411 <br />746 <br />9-10' (M PRECAST <br />340 <br />339 <br />610 <br />W41' (76') PRECAST <br />607 <br />721 <br />490 <br />T41' (W) PRECAST <br />424 <br />634 <br />363 <br />94' (112) PRECAST <br />320 <br />612 <br />230 <br />1174P (12n PRECAST <br />294 <br />401 <br />180 <br />11'-C (136') PRECAST <br />280 <br />452 <br />164 <br />12'4Y (1"') PRECAST <br />2" <br />402 <br />137 <br />13w (16n PRECAST <br />217 <br />324 <br />110 <br />14'47 (10n PRECAST <br />206 <br />M <br />100 <br />14'4P (1M PREBIRENED <br />NA <br />264 <br />91 <br />1W-C (IN-) PRIS11TREIRIED <br />N.R. <br />269 <br />83 <br />1T4' RM PWITRE88ED <br />NA <br />194 <br />84 <br />1Wd' PM PRUME88ED <br />NA <br />148 <br />62 <br />21V' Wn PRESTRIBRIED <br />NA <br />125 <br />42 <br />274P 9MV) PRESTRESSED <br />N.R. <br />116 <br />40 <br />24'47' (TSB') PRF87RESM <br />NA <br />91 <br />33 <br />SAFE <br />�� UUPLIIFTTLOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />vwyww I SAFE LOAD - POUNDS PER LINEAR FOOT <br />moom000 <br />moo"000 <br />!�m0000®ol <br />m0000mo <br />m��o©oo <br />m0""0 <br />mmrmc3"ZE3mT <br />0=-, <br />�!.1 <br />Q1! <br />C!1 <br />ir�1 <br />■T <br />ice.^ <br />@1 <br />' ' <br />mEml=m <br />0"lacrl=_m <br />1m=m=ffmrgO <br />.' <br />wmrlxil <br />_1 <br />OQ�Q <br />0 10=1 <br />Gcl1 <br />®E71a��7'�1Q�Q1@� <br />"I <br />QROM"CAL"'!CS1Q� <br />i3 <br />_ <br />®0T9Q=ml"m?1mr::rQ= <br />�e7!'.7tT1AI�r7wef^fRes-�4er. <br />�1 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-PROVIDE MOO" 4OF SEARING PAST EACH BIDE OF W9400W OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 1"126.03 <br />LINO, PR( <br />WHE <br />TRUS,.�„ <br />ON WALL EL. V-8" <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = l'-O" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL327W <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />AA 6: 000332E <br />L <br />� <br />rg4 <br />CUlm <br />aUBDIV. A LOT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJIGCT# <br />04128.002-06171 <br />MODEIA <br />3EFB <br />"2447- ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGX- <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />50 MPH EXP. <br />DATDffi: 10/09/19 <br />ISCALE:1/4' = 1'—p" <br />alma" 1' <br />s2 <br />