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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 ill' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 1/2' HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Dd 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-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 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 (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 20 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 2 718" LONG, WITH WASHER G 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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, 0/0 = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />W,XH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />Sx6 <br />(1)#6 <br />NIA <br />GROUTED SOLID <br />"CAST-CRET <br />r -SAFE EOZ TALE <br />SAFE GRAVITY LOADS <br />FOR <br />W PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR B" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />4aI 4— <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />�o^ <br />SAFPL <br />OAO <br />SATE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SA <br />woo <br />ownrtaa <br />onm <br />ff" <br />ruts <br />race <br />rams <br />tuna <br />rasa <br />mm" <br />rats <br />rasa <br />rase <br />TYPE <br />LENGTH <br />am <br />We <br />RC2N <br />TYPE <br />LENGTH <br />rs4T <br />tnar <br />*1srT <br />raw <br />WI&IT <br />emrr <br />rAMT <br />raar <br />PS41 <br />rear <br />MWIT <br />ram <br />WU4T <br />tlaar <br />Sd' (42') PRECAST <br />2231 <br />m <br />ant <br />"a <br />m <br />m <br />tw <br />1m <br />#� (429 PRECAST <br />1026 <br />1024 <br />1608 <br />V4r M PRECAST <br />tw <br />m <br />m <br />4w <br />m <br />t1a <br />lam <br />36a <br />4w <br />6113 <br />7tW <br />w4 <br />1aa <br />11w <br />tw <br />m <br />m <br />43" <br />an <br />"m <br />tom <br />4'4Y` (IB') PRECAST <br />19SS <br />m <br />RE <br />m <br />4w <br />m <br />7434 <br />aW <br />PA' (16') PRECAST <br />766 <br />189 <br />1800 <br />4'-0' (IS') PRECAST <br />tat <br />2w <br />m <br />3w <br />4M <br />m <br />t0n <br />m <br />4w <br />rota <br />WHY <br />tot <br />tot <br />!Ia4 <br />tw <br />m <br />m <br />311116 <br />4m <br />$1115 <br />409 <br />4-4r (54') PRECAST <br />lm <br />1t10 <br />H/6 <br />-am <br />m <br />41174 <br />as <br />6M <br />4,, PRECAST <br />602 <br />601 <br />1073 <br />'V4r i6� PRECAST <br />ta7 <br />m <br />VV <br />mt <br />4w <br />4111 <br />tot <br />2fa <br />4m <br />Ht3 <br />7"7 <br />1W2 <br />tot <br />11w <br />tam <br />2a0 <br />21W <br />3116 <br />400 <br />471i <br />an <br />6'j' (64� PRECAST <br />1217 <br />tw <br />to <br />/w <br />m <br />am <br />m <br />4w <br />B4' (6'4") PRECAST <br />{7t <br />411 <br />746 <br />B�' (M') PRECAST <br />iota <br />t <br />2m <br />m <br />m <br />m <br />4w <br />Im <br />m <br />m <br />76r <br />low <br />mt <br />21711 <br />m <br />use <br />m <br />411111 <br />r-/0• (16') PRECAST <br />t0e2 <br />IMS <br />1178 <br />tat <br />20a <br />slt <br />m <br />am <br />8.10' (M PRECAST <br />340 <br />330 <br />016 <br />F-10' (707 PRECAST <br />w <br />M <br />HW <br />aw <br />4ta <br />t4" <br />aw <br />4w <br />7tH <br />m <br />w <br />taW <br />1 2m <br />1 m <br />SW <br />1 aw <br />1 na <br />S-W (76') PRECAST <br />908 <br />12M <br />2177 <br />3N0 <br />m <br />37M <br />411113 <br />m <br />84, (TS'1 PRECAST <br />607 <br />727 <br />400 <br />6'-8' (7W) PRECAST <br />w <br />1 <br />m <br />wt <br />371 <br />tea <br />2177 <br />m <br />m <br />m <br />t <br />m <br />w <br />t4W <br />I iw <br />I 7iN <br />2n0 <br />1 mt <br />I a7n <br />r4" ll6i PRECAST <br />743 <br />Wit <br />17N <br />m2 <br />2a6 <br />m <br />Hm <br />m <br />r4r On PRECAST <br />424 <br />534 <br />383 <br />r4r M PRECAST <br />72/ <br />m <br />3m7 <br />m <br />1mt <br />17n <br />m <br />"in <br />m <br />im <br />an <br />727 <br />ter <br />tw <br />m <br />3" <br />28V <br />m4 <br />Ste• 11 PRECAST <br />( <br />66• <br />w <br />tta <br />tw <br />2w <br />m <br />m4 <br />m <br />S�• (112� PRECAST <br />828 <br />612 <br />230 <br />SJ• (111) PRECAST <br />ea <br />>d <br />t <br />tag <br />HW <br />m <br />m <br />tw <br />tw <br />r" <br />3w <br />m <br />w <br />w <br />Im <br />1w <br />tw <br />miss <br />m4 <br />10--r (1 2� PRECAST <br />176 <br />w <br />w <br />12R <br />m <br />HA <br />am <br />m <br />10'4r (128n PRECAST <br />284 <br />49t <br />180 <br />iV4!' (128) PRECAST <br />w <br />m <br />ms <br />t <br />t <br />m usl <br />w <br />"a <br />Ma <br />m <br />Hit <br />4764 <br />w <br />w <br />Ha <br />1472 <br />Im <br />m <br />2W <br />,14• (13S') PRECAST <br />9S2 <br />w <br />w <br />tw <br />tt14 <br />24U <br />3/m <br />4w <br />tt4• (19B') PRECAST <br />462 <br />164 <br />114• (186� PRECAST <br />as <br />as <br />w <br />W <br />IRS-1" <br />170 <br />w <br />w <br />iw <br />tw <br />"a <br />Hot <br />m <br />4" <br />tW <br />tot <br />"a.+stew <br />HW <br />174' (414� PRECAST <br />387 <br />No <br />m <br />ISM <br />1w <br />m <br />m <br />3w <br />17-V (144') PRECAST <br />244 <br />402 <br />137 <br />12-W (11"') PRECAST <br />sn <br />4a <br />7n <br />w <br />1t <br />1w <br />w <br />m <br />12a <br />1w <br />2tu <br />m <br />m <br />4n <br />w <br />w <br />/3m <br />t <br />m <br />17I' (180� PRECAST <br />20I <br />Q1 <br />m <br />tm <br />tat <br />tw <br />att <br />20 <br />iTi' (160') PRECAST <br />217 <br />324 <br />110 <br />13W (t60') PRECAST <br />a6 <br />w <br />w <br />m <br />m <br />1 <br />tot <br />Q1 <br />is <br />1w <br />74a <br />m <br />>w <br />m <br />40 <br />w <br />w <br />ItIllssl <br />M <br />tw <br />I'm 1 <br />(ion PRECAST <br />279 <br />pt <br />w <br />wm <br />tot <br />W <br />HH <br />mt <br />1P-0' (166') PRECAST <br />206 <br />203 <br />100 <br />14'4r (166") PREOAST <br />3" <br />w <br />w <br />7n <br />w <br />tot <br />442 <br />7m <br />tw <br />tot <br />uW <br />Hn <br />m <br />410 <br />425 <br />n7 <br />1w <br />1 <br />tw <br />14'-0' (170� PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />Hit <br />NR <br />NR <br />NR <br />1{'2' (176') PREVIEW <br />NR <br />2S4 <br />01 <br />11'-0' (t76� PRESig6886D <br />m <br />w <br />m <br />w <br />w <br />m <br />to <br />w <br />w <br />m <br />t <br />1131 <br />17n <br />40 <br />m <br />1270 <br />ISM <br />ZMG <br />n17 <br />VIZ <br />IV4' (104') PRESTRESSED <br />N.R <br />NR <br />IR <br />� <br />ES <br />m <br />1&4" (151') PRE01�8FD <br />N.R <br />260 <br />83 <br />764' (1641 PRESTRESSED <br />m <br />w <br />m <br />m <br />w <br />w <br />w <br />m <br />"Is <br />H1 <br />1w <br />N2 <br />n0 <br />1M0 <br />173t <br />m <br />2w <br />m3 <br />irk• Mn PRESI <br />NA <br />NR <br />NR <br />NR <br />m <br />I NR <br />W <br />mm <br />1r�' R669 PRESTRESSED <br />NA <br />t04 <br />6t <br />17'-C P" PRESTO <br />m <br />m <br />308 <br />w <br />w A <br />w <br />To <br />w <br />Mo.ten <br />m <br />m <br />w <br />w <br />w <br />/w <br />no <br />Im <br />a47 <br />17-0 7 F <br />NA <br />N1 <br />MR <br />tR <br />NR <br />M <br />m <br />m <br />18�• On PRESTRESSED <br />N.R <br />tIS <br />62 <br />1ST ) PRESTRESSEDw <br />tot <br />m <br />m <br />w <br />m <br />4a <br />as <br />6B <br />841 <br />a7 <br />t <br />m12 <br />tot <br />m <br />420 <br />Set <br />ta7 <br />1m <br />1"6 <br />me <br />21-4-NR <br />Mn(26e') PRESTRESSED <br />N.R.N <br />Hit <br />NR <br />NR <br />Nl <br />NR <br />2t4' MnESPRESTRESSED <br />N.R <br />126 <br />12 <br />214• wn PREatREESED <br />/44 <br />M. <br />7a <br />30I <br />30 <br />w <br />w <br />w <br />to <br />w <br />w <br />w <br />/1" <br />tw <br />tw <br />w <br />m <br />tW <br />m <br />m <br />631 <br />m <br />7H <br />4a <br />w <br />w <br />iw <br />4M <br />27-0` 12649 PRESTRESSED <br />N.R. <br />NR <br />Nt <br />NR <br />HR <br />NR <br />NR <br />N't <br />��� PRESIT <br />N.R <br />11S <br />40 <br />27d' R649 PRESTRESSED <br />1W <br />m <br />m <br />Hf <br />w <br />w <br />w <br />Ia <br />w <br />w <br />7" <br />ur <br />tot <br />tw <br />2C4r GM P <br />NA <br />HR <br />NR <br />NR <br />tw <br />ES <br />NR <br />Nt <br />24'-0' Mn PRE <br />NA <br />01 <br />ES <br />3P-0' mn PsEffna 8® <br />1" <br />124 <br />to <br />m <br />m <br />3% W <br />= <br />4116 <br />4a <br />11011A <br />4R <br />Wool <br />a7 <br />Vs <br />7n <br />210 <br />4t0 <br />04 <br />w <br />Mn <br />tot <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />FIELD ADDED <br />ARE PERCENT <br />REBAR. <br />ALL VALUES TAKEN FROM •SAFE LOAD TABLES' NY CASTC BETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL. PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF VANOOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 1"126.03 <br />n8F16-1 I3 <br />8F16-1TIOM/08 M/ <br />C <br />i <br />A E <br />6 <br />l <br />� <br />" <br />, <br />6lL <br />lL <br />) <br />UNO PROVIDE BB1 4 <br />WHERE ROOF TRUSSES 1 <br />)� <br />' <br />BEAR. TOP OF WALL <br />S <br />1BEEBE <br />EL. 8'-0" UNO <br />m <br />( *" <br />w­.____..__ <br />BF1(I fIGM/OB BF16AT/OM/OB <br />:", .�« .--" -" ,- " . ,� ,.�, .,.� .« ... ",. ...« ,.... ,. .._. ,.. «_ .... ...:. yr. „-..,- .,, ,.w..� ."., .........� ,...- - - - ,- - - ,- ,- - - - ,.., ,,. - -. - - <br />,...- - - <br />BF16.1T/)M/OS <br />- - - - - - - - _., <br />8F164TIOM/OB <br />..,,_ <br />14— <br />'�D" <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1442. N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />AA #: 0003326 <br />b <br />O <br />is <br />a <br />8UBDIV. At LOT'. <br />ABBOTT PARK <br />LOT #24 <br />BLK #8 <br />PRO"=T111 <br />04181.000-24082 <br />MODEL' <br />3EAB <br />111504- ALLEY" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />%160 MPH EXP. C <br />01 <br />Ec <br />r-ppA11/20/19 <br />8CALE: 1/4"=1.-0. <br />BREET <br />s2 <br />