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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 HTA18 M (9) 1 Od x 1 117 HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 lfY' HOG NAILS, <br />WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALLHOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING $HALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED W 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 $HALL 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 PSS36, .177" ° x 2 7/8" LONG, VNTH WASHER 018" O.C. <br />10. TRUSS REACTIONS AND UPLIFT'S 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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 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 <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc <br />(psi) <br />HSIZE , <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />— <br />GROUTED SOUR <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL LOADS <br />8" PRECAST 8 PRESTRESSED <br />FOR <br />U- LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />3 PRESTRESSED <br />U-LINTELS <br />4-4-SE <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFP <br />LFOAD <br />SAFE <br />LOAD •POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />MY <br />r"o <br />w" <br />rue <br />V*lo <br />rMe <br />MEWS <br />"a <br />MM40 <br />OWN <br />1I04M <br />use <br />wwo <br />mm <br />wwm <br />TYPE <br />LENGTH <br />6118 <br />RCIAU <br />TYPE <br />LENGTH <br />W&IT <br />IrbbT <br />NnM <br />rna <br />WNW <br />R�fial <br />VIM <br />rj"r <br />M-17 <br />raw <br />Wn4T <br />r0067 <br />W" <br />w3bu <br />S70' (42'► PRECUT <br />'�+ <br />MM <br />M'M <br />0M <br />OW <br />10" <br />MM <br />1w1 <br />tor) PRECAST <br />1026 <br />7024 <br />1616 <br />rd' (42'( PRECAST <br />ttl <br />ME <br />MR <br />40M <br />wl <br />01M <br />7w <br />MM <br />MM <br />01M <br />/M <br />am <br />mm <br />ttw <br />tIM <br />i4M <br />M" <br />4w <br />0w <br />4/M <br />7M7 <br />4W (46') PRECUT <br />16M <br />MM <br />M61 <br />MM <br />/110 <br />0w <br />7104 <br />N07 <br />e•7 (46') PRECAST <br />718 <br />768 <br />1889 <br />rd Nf) PRECAST <br />MM <br />MOi <br />w0 <br />MM <br />MM <br />MM <br />0R0 <br />m <br />4w <br />ap <br />Tw <br />MN <br />"m <br />fu01 <br />M <br />y00 <br />lw <br />3M <br />4! <br />AY <br />wb <br />r"6' PREG6T <br />ISM <br />so <br />!IM <br />sm <br />M01 <br />w0 <br />rP � PRECUT <br />Sit <br />6/1 <br />7075 <br />rd' �.) PRECAST <br />IM <br />2M <br />1107 <br />M6 <br />4048 <br />4"1 <br />#iM <br />am <br />4tl <br />01M <br />Ra <br />m <br />— <br />HINT <br />Iw <br />MM <br />a00 <br />MM <br />4w <br />4"'1 <br />MIO <br />64' (61') PRECUT <br />1217 <br />1w <br />1! <br />ttl <br />MM <br />HIM <br />MM <br />4w <br />B4• (�') PRECUT <br />477 <br />4H <br />746 <br />Bi' lam•) PRECAST <br />1010 <br />171 <br />IDO <br />m <br />tw <br />MR <br />4! <br />RM <br />MM <br />4w <br />7W <br />tw <br />mi <br />sn <br />s <br />aM <br />wt <br />4w <br />6.1P (7a) PRECAST <br />1062 <br />tw <br />1rn <br />tw <br />MM <br />we <br />MM <br />we <br />8.7P (70') PRECAST <br />84D <br />66/ <br />616 <br />8-1P (T0'j PRECUT <br />w <br />1 <br />iHM <br />MW <br />M. <br />41M <br />1M <br />MM <br />4w <br />7'I" <br />w <br />t <br />MM <br />MM <br />i1W <br />w0 <br />41M <br />PRECUT <br />106 <br />uei <br />i1t7 <br />i4M <br />MM <br />wf <br />4w <br />wl <br />Sd• (W) PRIKA6T <br />S37 <br />►M <br />410 <br />OW (In PR ABT <br />w <br />fi10 <br />i117 <br />i110 <br />M" <br />0010 <br />tl <br />14R7 <br />tw <br />as <br />aH0 <br />M01 <br />Wti <br />Td• (W") PRECAST <br />7p <br />1071 <br />17M <br />f! <br />MR0 <br />'llli <br />wt <br />MM <br />Td' W6•) PRECAST <br />424 <br />634 <br />668 <br />M 1569 PRECAST <br />1!I <br />t <br />t <br />My <br />tli <br />wt <br />17M <br />am <br />MM <br />11" <br />w7 <br />TW <br />tw <br />tw <br />MM <br />twi <br />m <br />tw <br />11 PROMW <br />( 1') <br />04 <br />- <br />1N0 <br />ttl <br />70M <br />Mlt <br />ai• (Nt) PRECAST <br />626 <br />612 <br />280 <br />84 (1tr) PRECAST <br />w <br />M <br />11 <br />1M <br />L1W <br />MM <br />w <br />tw <br />tw <br />3w <br />wi <br />w <br />w <br />10N <br />1w <br />1w <br />wt <br />MM <br />1at8' (128') PRECAST <br />ab <br />tl <br />w <br />/M <br />MM <br />A77 <br />iw <br />MM. <br />rod' (+�') PRECAST <br />2M <br />401 <br />760 <br />lad• (176') PRECUT <br />! <br />"0 <br />1 <br />1 <br />w1 <br />w <br />wM <br />tw <br />7fq <br />S" <br />N <br />w <br />1w <br />t47t <br />tw <br />Mw <br />MM <br />11'i' (qd) PRH•AS7 <br />m! <br />! <br />w <br />M1w <br />faH <br />ifW <br />4w <br />11•i" (1867 PRECUT <br />260 <br />462 <br />764 <br />1Yi' (ibb') PRECAST <br />4N <br />w <br />w <br />tw <br />t! <br />1w <br />iYt <br />71N <br />4w <br />M <br />M <br />1! <br />1w <br />tw <br />iIW <br />1" (140 PRECAST <br />617 <br />w <br />w <br />S01 <br />M" <br />2w <br />9100 <br />Iw <br />12-0• (144M PRECUT <br />244 <br />40137 <br />12'd' (14" PREDW <br />4M <br />! <br />701 <br />w <br />11 <br />tw <br />w <br />r0 <br />1w <br />1114 <br />am <br />m4M <br />w <br />I mgA <br />Imm <br />1 <br />i" <br />MR <br />1ri' (m) PRECAST <br />2/6 <br />N'I <br />w <br />1w <br />14M <br />" <br />sN <br />i <br />1r4' (m) PRECAST <br />217 <br />32t <br />110 <br />trr tier) PRECBT <br />w <br />w <br />w <br />w <br />w <br />t <br />1 <br />477 <br />w <br />/! <br />tw <br />tw <br />MR <br />MM <br />4M <br />4M <br />M <br />"M <br />$41 <br />RMw <br />1w <br />14W (16P) PRECUT <br />270 <br />4114 <br />w <br />sw <br />25Ira <br />pwj PRECAST <br />205 <br />203 <br />100 <br />14 P (+aM PRECAST <br />w <br />w <br />mj <br />7" <br />w <br />t <br />1M0 <br />40 <br />Mtw <br />Mtw <br />M77 <br />410 <br />4M <br />771 al <br />tm <br />t <br />1 <br />10117 <br />1rd• (116� PI6MiRE86B) <br />NA <br />M <br />M <br />M <br />M1 <br />M <br />is r (flag PRIIIS 6® <br />NA <br />204 <br />01 <br />14'd' (i?n PRS611dM1B) <br />! <br />w <br />39 <br />w <br />w <br />MA <br />! <br />WwA <br />t <br />! <br />M <br />1134 <br />+ <br />! <br />w <br />tiro <br />w <br />MM <br />w1 <br />fats <br />1Bi• (164') PRE67R <br />NA <br />M <br />M <br />M <br />M <br />"MR <br />M <br />184• (164� PRESIRlBIED <br />NA <br />766 <br />Al <br />1" (161% PRB87119BED <br />w <br />tl <br />SO <br />w <br />4M <br />MA <br />w <br />w <br />w <br />1 <br />"1 <br />t <br />14111111 <br />4/9 <br />}10 <br />ti10 <br />aM <br />wl <br />M <br />w0 <br />1Ti' tMS•) PRESIRElS® <br />NA <br />w <br />M <br />M <br />M <br />w <br />M <br />1Ti• (206') PRE67A� <br />NA <br />1S4 <br />64 <br />1Ti' (206') PR6611ES� <br />1M <br />/e <br />w <br />w <br />4M <br />tl A <br />w <br />7400 <br />tl <br />t <br />1M <br />/ <br />w <br />i4A <br />! <br />w <br />! <br />is <br />M <br />"a <br />ion <br />19W Wn PRE6TRit6H1 <br />N.R. <br />M <br />M <br />so <br />M <br />M <br />NR <br />M <br />784• Mn WMTRME <br />N.R. <br />M <br />62 <br />I" Tom) PRREI E6TBF <br />tM <br />1M <br />s <br />! <br />wD <br />w <br />447 <br />tl <br />M <br />"1 <br />M <br />1 <br />la <br />tm <br />4M <br />Mtl <br />ttl <br />tw <br />1w <br />Im <br />21'4• Rdb') PRE <br />NA <br />M <br />w <br />M <br />w <br />M <br />NR <br />M <br />Mn PRBIREB6® <br />NA <br />128 <br />42 <br />2+ti4' l2�') PRt3TPESrfl <br />tM <br />w <br />id <br />w <br />! <br />w <br />mM <br />w <br />40 <br />7a <br />w <br />w <br />w <br />t <br />w <br />w <br />w <br />w <br />11% <br />M <br />"m <br />22'-0` p64') PRE <br />NA <br />M <br />w <br />NR <br />M <br />NR <br />M <br />22d" On PRISflR619S® <br />N.R.116 <br />40 <br />MIR OW) PRET MES) <br />1W <br />1W <br />M <br />tl <br />tl <br />! <br />N0 <br />3" <br />w <br />! <br />w <br />w <br />w <br />w <br />704 <br />rop <br />Im <br />1w <br />2,r-0' On PRESTRESSED <br />NA <br />M <br />M <br />M <br />w <br />M <br />M <br />NI <br />wo amPREl1A�1® <br />NA <br />S1 <br />rd <br />2P4" pN1 PRFr9i11 <br />t" <br />IN <br />iM <br />w <br />M <br />iti <br />w <br />4M <br />410 <br />w <br />! <br />m <br />w <br />w <br />ty <br />w <br />4M <br />w <br />w <br />tw <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 />-ALLVALUwTAKEN FROM'SAFE LOADTAKWBY CASTgETE MAY2M EDITION-PRECASTPRODUCTS SYOTHERSTOMEETOR SUNDIAMAMBSTATED UONE <br />-ALL PRECAST PRODUCTS ARE TO BE WTALLW P6R MAMJFACTLNEiB SPEGFSATI&A -PROVIDE MSM1M Ir OF OU" PAST EACH BIDE OF WSDOMI OFE" <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORAT] ON-CASTECRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />------------------------------------------------------ <br />8Fle-1T/0MQB 8F16-11T/OMIDS <br />--- <br />1 <br />1 <br />1 <br />I I <br />1 <br />� I <br />1 <br />I I <br />j <br />I I <br />� <br />1 <br />� <br />♦ <br />1 <br />♦ <br />1 <br />♦♦ <br />1 <br />1 <br />� <br />1 <br />1 <br />♦♦ <br />1 <br />1 <br />1 <br />1 <br />♦ <br />♦ <br />1 <br />1 <br />♦ <br />1 <br />1 <br />--------------------------------------------- <br />------------------4 <br />1 <br />� <br />1 <br />1 <br />i <br />1 <br />1 <br />� <br />1 <br />1 <br />1 <br />1 <br />� 1 <br />� 1 <br />LL 1 <br />1 <br />1 <br />4 <br />1 <br />UNO PROVIDE B81 <br />1.�y <br />WHERE ROOFTRUSSES <br />BEAR. TOP OF WALL <br />EL. 8'-8" UNO <br />-S <br />1 <br />1 <br />8F16-1T/0M/0B SMAT/OM/OB SF1S-1TAANOB <br />---------------- --------------------------- ------------- -------------------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-P <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdes4M*up.com <br />L AA #: 0003325 . <br />Pi <br />N <br />6 <br />ULL3 <br />iumm a LO <br />ABBOTT PARK <br />LOT #24 <br />BLK. #8 <br />PTtMOZMT# <br />04181.000-24081 <br />mops:, <br />3EAB <br />111504- ALLEX" <br />oARwoa WWWO2 <br />RIGHT <br />PAGM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%J60 MPH EXP. C <br />11 <br />DRINT w9/12/19 <br />8CAXJb 1/4"=1'-0" <br />!LIE= <br />S2 <br />