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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA Wl (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 112" HOG 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 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 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 PBS36, .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 0'-0-, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW I 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 <br />E.E. = EACH END, O/C -ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. -THROUGHOUT <br />MARK <br />DESCRIPTION <br />(0) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx16 <br />(1) 65 <br />(i) 45 <br />N/A <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />8x8 <br />(1) 85 <br />N/A <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />E_ .m <br />3'-6" (42") PRECAST 2231 <br />4'4' (48') PRECAST 1888 <br />4'$ (54-) PRECAST 1699 <br />94- (64-) PRECAST 1217 <br />5-10' (/0') PRECAST 1062 <br />94' (78') PRECAST 908 <br />T4' (99) PRECAST 743 <br />94' (112) PRECAST 654 <br />194' (128D PRECAST 475 <br />114' (138) PRECAST 352 <br />174' (144') PRECAST 337 <br />IV4- (169) PRECAST 296 <br />14W' (161P) PRECAST 279 <br />14'4' (176') PRESTRESSED N.R. <br />1S4' (164') PRESTRESSED N.R. <br />1T4' (20B') PIffiSIRESSED N.R <br />194" V'27) PRESTRESSED NA <br />21'4' (251r) PRESTRESSED N.R. <br />22'-0' (264) PRESTRESSED N.R. <br />omovoom <br />��mm0001 <br />0mmv�ovl <br />000�©o� <br />0®omoom <br />0®OmOm <br />O��ODmO <br />�oo�v©mv <br />oommo�v <br />oommmmo <br />®00i�0�0 <br />000�000 <br />000�000 <br />0��0000 <br />0000000 <br />0000�00 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />3'4' (42) PRECAST <br />1025 <br />1 1024 <br />1 ISM <br />4'4' (45") PRECAST <br />765 <br />763 <br />1309 <br />4'4' (54-) PRECAST <br />592 <br />591 <br />1073 <br />5'4" (64-) PRECAST <br />411 <br />411 <br />745 <br />F-19 (79') PRECAST <br />340 <br />339 <br />616 <br />V4' (75') PRECAST <br />507 <br />721 <br />490 <br />T4' (90D PRECAST <br />424 <br />1 534 <br />1 363 <br />94- (112-) PRECAST <br />326 <br />512 <br />230 <br />194' (12n PRECAST <br />284 <br />401 <br />ISO <br />11'4- (138D PRECAST <br />250 <br />452 <br />154 <br />17-0' (144-) PRECAST <br />244 <br />402 <br />137 <br />IT4' (160-) PRECAST <br />217 <br />324 <br />110 <br />14'4' (16n PRECAST <br />205 <br />293 <br />100 <br />'�. 14'4' (176-) PRESTRESSED <br />N.R. <br />284 <br />91 <br />164' (184') PRESTRESSED <br />N.R. <br />259 <br />83 <br />1T4' (208D PRESTRESSED <br />NAIL <br />194 <br />84 <br />194' (232) PRESTRESSED <br />NA <br />148 <br />52 <br />21'4' (256) PRESTRESSED <br />N.R. <br />125 <br />42 <br />2r-C (264) PRESTRESSED <br />N.R. <br />116 <br />40 <br />2f-0- (269) PRESTRESSED I N.R. I 1A . 460 651 BN lard I. 124'-0' (2W) PRESTRESSED <br />(4) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />Y-W (42-) PRECAST <br />,w <br />2w <br />304 <br />43W <br />I= <br />aim <br />70m <br />4'4' (48") PRECAST <br />tags <br />2m6 <br />3080 <br />3915 <br />46M <br />SIX <br />sm <br />1385 <br />2aa6 <br />3080 <br />—5 <br />— <br />63a5 <br />mm <br />4'4" (541 PRECAST <br />,2,n <br />2010 <br />2707 <br />3m <br />4043 <br />4711 <br />am <br />Im <br />2a40 <br />2707 <br />3T7S <br />4043 <br />4711 <br />5m <br />64' (64') PRECAST <br />1018 <br />171 , <br />2278 <br />2838M <br />3388 <br />3381 <br />4622 <br />laid <br />17/b <br />22M <br />28M <br />3388 <br />=I <br />4522 <br />5-19 (7(") PRECAST <br />IN <br />/587 <br />2593 <br />3107 <br />36m <br />41M <br />an <br />166/ <br />2050 <br />23W <br />31V <br />35m <br />41M <br />S4' (Tn PRECAST <br />1 e96 <br />ln2 <br />in'! <br />— <br />2a23gnmi <br />TM <br />37121 <br />T$ Mn PRECAST <br />727 <br />im <br />1824 <br />2Mb <br />2428 <br />2827 <br />3220 <br />94- (112-) PRECAST <br />mi <br />mfi <br />„ <br />1474 <br />ld, <br />2/67 <br />260D <br />6d1 <br />m <br />1318 <br />Im <br />1888 <br />2281 <br />261d <br />194' (1287 PRECAST <br />530 <br />676 <br />916 <br />11N <br />1 <br />2011 <br />No <br />005 <br />1180„ <br />%72 <br />170 <br />2065 <br />2VA <br />11'4' (IW-) PRECAST <br />V4 <br />!AI <br />m0 <br />1Ri7pp <br />1P <br />151 <br />1r41 <br />481 <br />807 <br />1042. <br />tm <br />Im <br />1915a <br />2107 <br />17-W (144') PRECAST <br />tm <br />458 <br />m <br />wd <br />II <br />1 <br />Im <br />4m <br />66a <br />I G0 <br />1812 <br />Imam <br />Isle- <br />2a16 <br />lT4' (1501 PRECAST <br />4/8 <br />388 <br />807 <br />745 <br />904 <br />1143M <br />1323 <br />428 <br />480 <br />1 790 w <br />1150 <br />14l&m <br />10441 <br />te67n <br />14'-0' (16BD PRECAST <br />394 <br />360- <br />600 <br />rat <br />AN <br />t <br />I= <br />410 <br />426 <br />717 4, <br />ta69 <br />, <br />, <br />1807 <br />14'4' (176-) PRESTRESSED <br />239 <br />246 <br />m <br />305 <br />520 <br />m <br />m <br />ON 66 <br />m <br />/ <br />we <br />151 <br />1131 <br />17M <br />194' (184-) PRESTRESSED <br />2M <br />28D <br />313 <br />]65 <br />406 <br />616 <br />627 <br />805 <br />70 <br />i <br />QH <br />, <br />1064 <br />1658 <br />1T4' (208-) PRESTRESSED <br />1n <br />m2 <br />z63 <br />m <br />406 afi <br />fW <br />br <br />7,0 <br />eafi <br />1 <br />76e <br />127, <br />m <br />,m <br />19-C (232') PRESTRESSED <br />I& <br />1" <br />m <br />203 <br />3N <br />420 <br />447 <br />ea3 <br />547 <br />$41 <br />647 <br />1 <br />747 <br />1227 <br />21, .. (2667 PRESTRESSED <br />142 <br />W4 <br />333 <br />180 <br />6M <br />656 <br />1a <br />232 <br />m <br />637 <br />rn <br />806 <br />1016 <br />22'-O' (284') PRESTRESSED <br />1A <br />707 <br />20,1376 <br />452 <br />WAII <br />6a0 <br />IV <br />223 <br />368 4 <br />W <br />WMI <br />W <br />W <br />2N-T (288-) PRESTRESSED <br />124 <br />1 179 <br />257 <br />342. <br />416.1 <br />402 <br />567 <br />(6) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- ALL PRECAST PRODUCTS ARE TO BE WALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE s: 1"126.03 <br />t <br />t ♦ SF76-1T/OM/OB SF76-1T/OPA/OB <br />E <br />'4 <br />i <br />i %y <br />i O <br />GT <br />8F16-lT/OM/OB y i <br />i <br />d i <br />d� t <br />d i <br />4P <br />d t <br />i <br />t <br />1 <br />% d <br />% d <br />ddd U.N.O. PROVIDE BB2 WHERE <br />t <br />ROOF TRUSSES BEAR, <br />t <br />i <br />y d TOP OF WALL EL 1&-8" <br />i <br />t <br />i <br />i <br />q , <br />% d <br />a <br />i <br />t <br />i <br />%*, dd <br />t <br />�♦ <br />i <br />dd <br />i <br />i <br />dd I I ♦ <br />; <br />♦` <br />i <br />i <br />i <br />i <br />d � <br />i <br />d .✓ � <br />1 <br />d d ,% t <br />i ® d <br />d �. t <br />i dfd,, � dd,t fAd d'ro� � v <br />q i d GT % i <br />i d <br />t Io — IF <br />d o <br />SF16-1T/OM/OB t r <br />.W� ddd ��� t <br />2.1 i d 8F76-lT/OM/OB 8F16-iT/OWOB 8F16-lT/OWOBMOM <br />'o <br />f i <br />I <br />id <br />------------------------- J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003326 <br />F <br />W <br />y <br />U <br />0 <br />y <br />O <br />L <br />W <br />K x <br />O <br />8xmDIV. & LOT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />ti[ODEL' <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. B <br />F-PIUNTDATE: 08/16/18 <br />SCALE: 1/4"=1'—O" <br />Slim= <br />s5 <br />