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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14)10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Old x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od x 1 112" 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 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 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <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.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(pet) <br />W,XH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B131 <br />MASONRY <br />3000 <br />1 8x8 <br />(1)#5 <br />NIA <br />GR0 TE —SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />*-4--SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD- <br />PLF <br />TYPE w,aa 4F12m I visa I ww er" r2li.0 mum I TYPE -._ I — IRM <br />LENGTH <br />V4r (42-) PRECAST Z131 <br />4t4r (481 PRECAST 1888 <br />C-C (14-) PRECAST 1599 <br />B4' (84-) PRECAST 1217 <br />8-10" (709 PRECAST 1082 <br />94r 05') PRECAST 906 <br />r!' (M PRECAST 743 <br />Vim" (112-) PRECAST 564 <br />104" (12n PRECAST 475 <br />11'4- (13" PRECAST 382 <br />IZ& (144') PRECAST 337 <br />134" (180') PRECAST 210 <br />14'-0' (1M PRECAST 279 <br />14W (IM PRE NR. <br />IVW (184') PRESTRESSED NA <br />lrA* RM") PRESTRESSED N.R. <br />19-C (2M PR6SI D N.R. <br />214' On PRESfRE8M N.R. <br />2Z-W W41 PREffMSNM NA <br />2C-0' <br />mom===mom <br />oa�aomoom <br />oa=mmomoK=a <br />va�a�voo�a <br />oomo®ova <br />0a�o�aa,:�aor� <br />mommroo <br />aaa�md�o�:a <br />aiC7®au70a�a�EL7 <br />maGIMoIMamom <br />0mooK:M= <br />mma�ooma. <br />Da�7mE�aW7mm' <br />ommroo�cxl <br />oomoa:�m�a <br />Omm=z""w= <br />Wz7 <br />mmi�7p00�7 <br />oomoomo <br />osammmo�a <br />©sammmm�a <br />©mmmm0E7 <br />ooa�aaaa�maa <br />ava©avmav©m <br />ava©av©avava� <br />avava0ma0©�.7 <br />OmmmmOm <br />ma:.7mmava©m <br />sv©avdo©m <br />0�0=m®0" <br />ava©aa©ava��a <br />OmOmmOm <br />oavav©s�:a(s�s�a <br />�') PRE NA 1 774 m 44D IM 4M 1412 12V <br />(9) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-/ILL VALUES TAKEN FROM 'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFrATKINS <br />Y-r (42") PRECAST <br />1025 <br />1024 <br />1828 <br />4'-0' (45') PRECAST <br />755 <br />M <br />1300 <br />4ur (64-) PRECAST <br />592 <br />591 <br />1073 <br />94- (64-) PRECAST <br />411 <br />411 <br />746 <br />ItAr (M PRECAST <br />340 <br />330 <br />$16 <br />Ed (75') PRECAST <br />507 <br />721 <br />400 <br />rd Mn PRECAST <br />424 <br />534 <br />363 <br />v� (112-) PRECAST <br />328 <br />512 <br />230 <br />104r (125') PRECAST <br />284 <br />401 <br />100 <br />11'-4 (138) PRECAST <br />200 <br />452 <br />164 <br />1r4r (1a.) PRECAST <br />244 <br />402 <br />137 <br />134' ("n PRECAST <br />217 <br />324 <br />110 <br />14'4r (16n PRECAST <br />205 <br />293 <br />100 <br />14'4P (IM PRE <br />NA <br />284 <br />B7 <br />18-4" (184*) PRWRUM <br />N.R <br />290 <br />83 <br />1r-C VM PRESTRUM <br />NR. <br />194 <br />84 <br />194. On PRESI <br />N.R. <br />1 148 <br />62 <br />214" Mn PRE <br />N.R. <br />125 <br />42 <br />2r4r (2e4") PRISTRISSED <br />N.R. <br />110 <br />40 <br />21'0 Wn PRE <br />N.R. <br />91 <br />33 <br />SAFE_ UPLIFTLOADSFOR 8" PRECAST & PRESTRESSED U-LINTELS <br />{/�{/� I SAFE LOAD - POUNDS PER LINEAR FOOT <br />- <br />mOd000m <br />m000000 <br />modoomb <br />�a� <br />EM20 <br />oo�oom4 <br />©m�lOmmE7' <br />o <br />mmtL�7!�1"ice?md <br />00nEmm <br />8MmK=! <br />0Q^ate"t�l�@'Q7iLl'1 <br />_ <br />az��r+cr!aaa�-aa+cr <br />, <br />mmE�"@1C}1Q'1�1 <br />�0a��ra�a�r*a�+rrr <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />. PRECAST PRODUCTS BY OTHERS TO MEET OR VICEED VALUES STATED ABOVE <br />PROVIDE M91M1 C OF BEARING PAST EACH SIDE OF WSDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwabdeslgngroup.com <br />AA #: 0003326 <br />tog[ <br />6 <br />C <br />i <br />H <br />oil <br />y <br />40 <br />atmErv. la Lo-r. <br />ABBOTT PARK <br />LOT 5 <br />BILK 10 <br />Plm0JmcT# <br />04181.000 05104 <br />MODEIo <br />4EBB <br />"1828-CALL" <br />GAAAaa SWZNG: <br />LEFT <br />PACE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />