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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 W/ (9) 10d x 1 12" HDG NAILS. <br />SMALL JACKS < V MAY BE NAILED VW (10)d x 1 12" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd x 1 12" 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 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, DOORAND <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 REVIEWAND <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 P8636, .177" " x 2 7/8" LONG, WITH WASHER (m16" 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 />p a P <br />ESIMQ ION <br />REMARK <br />(2) 2X8 <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 />(psi) <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 />Sx18 <br />OILS <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)46 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFELATERAL LOADSFOR <br />8" PRECAST & PRESTRESSED <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`4me�4 - <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFPILOAD <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />mN <br />+Hm <br />w,a <br />4Pa44 <br />;Z <br />� <br />M. <br />wmm <br />47m4e <br />4Pa4m <br />anMe <br />INam <br />4Piw <br />Alma <br />ears <br />TYPE <br />LENGTH <br />H1B <br />S <br />RCM/ <br />TYPE <br />LENGTH <br />"'IT <br />weer <br />04317 <br />4Plaef <br />Mnlf <br />4Pwer <br />anus <br />920e11` <br />war,T <br />aPa:r <br />wartt <br />a74aar <br />■I&fr <br />almar <br />r-e' (411 PRECAST <br />94e1 <br />3m <br />a7w <br />m0 <br />mmm <br />mMm <br />SW (4r) PRECAST <br />1025 <br />+024 <br />lase <br />r4r (42•) PRECAST <br />m <br />>o <br />aW <br />4w1 <br />aW <br />am <br />7w1 <br />mlaw <br />mw <br />im <br />m4 <br />1ma1 <br />lima <br />law <br />aM <br />mm <br />4M <br />aM <br />41a <br />7M <br />ra• t4r) PRECAST <br />1eN <br />awl <br />am <br />4M <br />an <br />. <br />4m <br />rr (4e1 PRECAsr <br />7e6 <br />TSe <br />t20e <br />r4r (#e1 P11ECA6T <br />1M <br />aM <br />aM <br />aM <br />4M <br />M <br />4wa <br />aM <br />4M <br />ma <br />law <br />am <br />loom <br />tww <br />,M <br />am <br />am <br />maw <br />44w <br />M4 <br />4wa <br />" PRECAST <br />,eM <br />1M <br />2110 <br />7m1 <br />a1m <br />an <br />&am <br />mat <br />" (541 PRECAST <br />012 <br />60, <br />1073 <br />4'4C P41 PRECAST <br />1m <br />mw <br />am <br />aM <br />4- <br />m1 <br />mw <br />aM <br />4M <br />mw <br />fur <br />W2 <br />"M <br />lwa <br />tm <br />am <br />am <br />mw <br />480 <br />41,17 <br />44m <br />ram• P41 PRECAST <br />1217 <br />ww <br />14m <br />ww <br />no <br />ma <br />"m <br />4W <br />rs' P#1 PRECAST <br />4/1 <br />411 <br />746 <br />r 4• �PRECAST <br />I" <br />, <br />AM, <br />ama <br />mm <br />mm <br />4M <br />as <br />ammo <br />4'l16 <br />74m <br />ww <br />,r+ <br />an <br />mm <br />aM <br />awl <br />Me <br />r--1? (10') PRECAST <br />1002 <br />IM <br />tm <br />wm <br />mno <br />aM <br />aM <br />r-10' (f01 PIffCABT <br />816 <br />396 <br />816 <br />6'-+7 CM PRECAST <br />M <br />aM <br />1407.1aM <br />41m <br />wm <br />fM <br />4M <br />7e11 <br />M <br />,m <br />ms <br />a,m <br />mm <br />4M <br />�. Oe1 PRECAST <br />W <br />1211111 <br />3177 <br />aM <br />mm <br />am <br />431011 <br />mn <br />r4Y (1B1 PRECAST <br />e07 <br />721 <br />MD <br />rd (7r) PRECAST <br />M <br />m■ <br />art <br />m <br />am <br />awe <br />ail <br />am <br />M <br />,w7 <br />ww <br />mr <br />mom <br />man <br />arm <br />7� plD•► PRECAST <br />74a <br />1m1 <br />17m <br />aM <br />3ma <br />aM <br />N" <br />aM <br />r-C PM PRECAST <br />424 <br />A74 <br />eBs <br />ra Pr► PRECAST <br />m <br />aw <br />am <br />loll <br />tma <br />am <br />aM <br />mm <br />4m <br />7a <br />vm <br />low <br />I am <br />aM <br />am <br />m <br />04•tllPRECAST <br />ee4 <br />#- <br />1M <br />IM <br />m <br />m <br />a41a <br />aM <br />rs• (tt21 PRECAST <br />US <br />6t2 <br />28D <br />rr (1t2) PRECAST <br />m+ <br />m— <br />„ <br />,m <br />am <br />>m <br />nw <br />wm <br />awl <br />aM <br />en <br />- <br />1aR <br />wa <br />1M <br />lam <br />aM <br />le-V 1 <br />( 261 PRECAST. <br />416 <br />im <br />>7n <br />aM <br />Ire• (126') PRECAST <br />204 <br />407 <br />Teo <br />tra• (120') PRECAST <br />1 <br />am <br />- <br />wa <br />1M <br />amw <br />l7e1 <br />M <br />M <br />/M <br />wra <br />1m <br />mw <br />aM <br />11w (IWI PRECAST <br />382 <br />m <br />on <br />m <br />1W <br />aM <br />ow <br />4M <br />714• (13" PRECAST <br />29D <br />462 <br />,64 <br />11'-4• (ter) PRECAST <br />471 <br />mm <br />M <br />tm <br />1N <br />/7m <br />- <br />M <br />maa <br />ww <br />so <br />am <br />4mw <br />M <br />m <br />tars <br />,- <br />tm4 <br />:ter <br />12V' (141') PRECAST <br />e57 <br />- <br />4rs <br />"m <br />wM <br />aM <br />mw <br />mM <br />I 12W (11441 PRECAST <br />2" <br />402 <br />127 <br />12'4T (141 PRECAST <br />M <br />7a <br />M <br />11 <br />1 <br />1M <br />M <br />No <br />taw <br />Mm <br />an <br />>M <br />I m <br />4" <br />M <br />ew <br />1oa <br />, <br />ING. <br />ww <br />try {+b') PRECABr <br />Zee <br />m <br />1we <br />/M <br />tM <br />aM <br />aM <br />I" (ISM PRECAST <br />217 <br />224 <br />110 <br />1" Mn PRECAST <br />M <br />M <br />m <br />7m <br />M <br />, <br />m <br />rm <br />1w4 <br />wm <br />tM <br />2M, <br />j—W <br />M <br />M <br />M <br />1M <br />14'•0• (IW7 PRECAST <br />21e <br />144r (ter) PRECAST <br />2D6 <br />2e8 <br />,ao <br />tr-0' (1ee1 PRECAST <br />>a <br />m <br />wm <br />wm <br />wm <br />mm <br />mm <br />M <br />M <br />7,7 <br />mM <br />(1761 P <br />N.R. <br />M <br />Im <br />M <br />wl <br />14'd(,7�NA <br />2e4 <br />et <br />iPl c+7r) PRE- <br />s1 <br />M <br />M <br />M <br />F2 <br />M <br />mtr-r <br />mIm <br />m <br />IM <br />aM <br />am7 <br />amf <br />164' (ts41 PREliR <br />N.R <br />wtM <br />Im <br />M <br />(IM PREB NMO <br />N.R. <br />20 <br />e2 <br />ily (tsn PRESiREMED <br />ma <br />M <br />M <br />as <br />m <br />M <br />m.. <br />mM. <br />412 <br />710 <br />Wm <br />,1m <br />am <br />am <br />awI&W <br />174• PDT) PREBiR <br />NA <br />Mt <br />M <br />M <br />M <br />1M• )PRE <br />N.R <br />1W <br />e4 <br />irk' (20e1 PRE6'IR <br />1m <br />M <br />M <br />M <br />M <br />M <br />a1 <br />740 <br />rsMl <br />M <br />m <br />M <br />M4 <br />ww <br />we <br />mw <br />(2e2') pREE7R <br />NAm <br />M <br />MI <br />M <br />M <br />M <br />ml <br />mn PRIG <br />NA14SPREe1REle® <br />M <br />M <br />M <br />M <br />M <br />M <br />4N <br />M <br />71r4• <br />r <br />M <br />7m <br />tm <br />mw <br />ww <br />+rw <br />214• (a6/') P <br />NA <br />M <br />IR <br />M <br />NN <br />M+ <br />wl <br />M <br />214' Per) PFUrFAMED <br />NA <br />125 <br />42 <br />2+4• P6r) P <br />/w <br />7t <br />am <br />M <br />m <br />M <br />M <br />m <br />M <br />M <br />M <br />M <br />M <br />M <br />am <br />M <br />M <br />Hw <br />lam <br />Us <br />22'"r (e641 PR011RBDB® <br />NA <br />M <br />M <br />M <br />M <br />M <br />lal <br />ADO' P�1 PRE;IREBB® <br />NA <br />tts <br />40 <br />2n4' Rw► PRIG <br />1m <br />to <br />m <br />m <br />M <br />m <br />me <br />m <br />M <br />w <br />M <br />M <br />M <br />M <br />,m <br />as <br />me <br />mg <br />too <br />1M <br />tM <br />,x,-0• P� PRE <br />NA <br />wl <br />M <br />M <br />M <br />M <br />M <br />eR <br />•u� PM PRE6T <br />NA <br />e/ <br />M <br />m,� Psn PRE <br />W <br />tm <br />179 <br />>a <br />m <br />m4 <br />342 <br />M <br />b4 <br />M <br />M <br />7w <br />m <br />as <br />A <br />mm <br />M <br />4a4 <br />M <br />1M <br />ea <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE PERCENT <br />ADDED <br />RESAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN PARENTHESIS <br />FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />-ALLVAU)B TAKM PROM'eME LOAD TAKES' SYCASTCRETE WAY 2015 EDITION - PRECAST PRODUCTS BY OTHER670 MM OR EXCEEDVALtM STATED ABOVE <br />• ALL PRECABT PRODUCTS ARE TO SE e4TALlID P®t MANUFACTURESSPECFICATIONB • PROVOE►meMIM COF BEAROIS PAST EACH SIDE OF WSDOW OPBMB <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATI ON -CASTE CRETE <br />DIVISION ACCEPTANCE* 16-0126.03 <br />--- ------- ------ —----- -------T—-------------------- --- <br />U.N.O. PROVIDE 882 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 1&4" <br />r--- <br />L__J <br />4► I <br />, <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />� <br />1 <br />4# i <br />0 <br />1 <br />1 <br />1 1 <br />1§ <br />r— <br />01 <br />—---8F1=-lT/---J-------1t <br />1 <br />1 <br />1 <br />1 <br />2.1 1 <br />1 <br />1 <br />I <br />=� BF18-1T/OM/OB 8F18-1T/OMI08 <br />SECOND FLOOR LIFT <br />BEAM PLAN <br />SCALE: 1/4" = V-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdeslgngroup.00m <br />AA #: 0003325 <br />b <br />a <br />sysa:v: ae sJo2N <br />SILVERADO <br />LOT #14 <br />BLK- #7 <br />P 41�.0 —14071 <br />moD 4EHB <br />"2605— HAYDEN" <br />GARAGM awENCh <br />RIGHT <br />PAGI1 <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />150 MPH EXP. BUff <br />DATM 3/11. <br />scAL>c 1/4'=1'-0" <br />101293= <br />S5 <br />