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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 112' HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 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 />T. 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 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 />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 />fc (psi) <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3D00 <br />8x8 <br />(1)#5 <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 />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />�wGeeFe <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />�9 �BaB <br />SAFPL <br />OAD <br />I►r /► <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />w6ae <br />eta49 <br />waw <br />mate <br />arrow <br />MRS49 <br />W20.0 <br />WWR <br />W24w <br />r2I4s <br />ram <br />ants <br />V <br />araa4s <br />TYPE <br />LENGTH <br />eUB <br />6F8 <br />RCMU <br />TYPE <br />LENGTH <br />m2•IT <br />Man <br />ansm <br />artatt <br />visa <br />erWT <br />W20ar <br />e4tt r2 <br />wa6a <br />VZOIT <br />wmar <br />wIT <br />BO:ar <br />3'C ({2") PRECAST <br />2231 <br />wow <br />ane <br />mr <br />w7 <br />Sol <br />aem <br />,eoet <br />7+• (42') PRECAST <br />1026 <br />1024 <br />,e99 <br />3'4P N2-) PRECAST <br />saes <br />2M <br />4M <br />awn <br />41n <br />7M <br />aM <br />4M <br />0113 <br />7em <br />pu <br />war <br />1tM <br />fen <br />SM <br />4M <br />mr <br />am <br />Im <br />4'4r (4e') PRECAST <br />im <br />am <br />aB <br />sm <br />4m <br />ow <br />7M <br />m07 <br />4'4T Ne9 PRECAST <br />lee <br />7e3 <br />t309 <br />r-0• Ne') PRECAST <br />roe <br />rr <br />2M <br />4m0 <br />Br <br />won <br />Bn <br />4M <br />m/2 <br />7em <br />W4 <br />,M4 <br />11re <br />no <br />wan <br />me <br />4w <br />maw <br />eM <br />W-r 6/ PRECAST <br />( "1 <br />1�9 <br />IBM <br />210 <br />M1 <br />fan <br />4M <br />ew <br />SM <br />r+• �•) PRECAST <br />892 <br />591 <br />1073 <br />rd (SC) PRECAST <br />2w <br />7A7 <br />can <br />Ara <br />47" <br />an <br />210 <br />4376 <br />m1a <br />760 <br />W2 <br />,ono <br />tier <br />2w <br />2W <br />ane <br />400 <br />m,1 <br />BUD <br />a+, (e4.) PRISAST <br />,217 <br />1M <br />1M <br />/M <br />2M <br />Mn <br />aM <br />42n <br />s+• M49 PRECAST <br />N7 <br />4,1 <br />746 <br />S-4• (64•) PRECAST <br />171 <br />2m <br />an <br />mow <br />am <br />4M <br />7= <br />aM <br />Bee <br />76n <br />, <br />I7w <br />22n <br />Sae <br />mr <br />2M <br />4M <br />s-to• (70•) PRECAST <br />loez <br />+tr <br />w1 <br />am <br />no <br />3001 <br />r7o <br />s-,7 (70� PRECAST <br />aW <br />3� <br />e1e <br />s-,a (1D� PRECAST <br />I <br />1 <br />aM <br />awl <br />wen <br />41B <br />,4man <br />4w <br />7tr <br />7m <br />an <br />,B7 <br />2 <br />nr <br />arm <br />am <br />Hn <br />C41' (7e'1 PRECAST <br />90e <br />1M <br />sm <br />3081 <br />3W <br />4M <br />eM <br />F.S. (78') PRECAST <br />B07 <br />721 <br />490 <br />84T (78� PRECAST <br />1 <br />fan <br />M1 <br />V12. <br />12M <br />aM <br />net <br />sw <br />, <br />an <br />14m <br />low <br />2M <br />27m <br />sm <br />an2 <br />re (90") PRECAST <br />743 <br />m1 <br />m2 <br />aM <br />sM <br />31m <br />2M <br />ra (907 PRECAST <br />424 <br />6S1 <br />ae9 <br />Td (90") PRECAST <br />ton <br />Zen <br />aM <br />MI <br />r.- <br />2w <br />aaa <br />ow <br />e4m <br />son <br />im <br />/M <br />nn <br />am <br />nn <br />m s <br />W-C 11 PRECAST <br />( <br />M <br />10 <br />M4 <br />2M <br />MIS <br />2e0e <br />p+• (112� PRECAST <br />826 <br />612 <br />280 <br />4+' p12� PRECAST <br />7m <br />1 <br />t47 <br />m <br />21n <br />2w <br />m <br />IM <br />fM <br />Me <br />A <br />e210 <br />ae <br />late <br />Ira <br />1M <br />=4 <br />mw <br />1aa (12e� PRECAST <br />476 <br />M <br />IMF <br />2M <br />sm <br />2m <br />Ma <br />ta-0 (1?6� PRECAST <br />264 <br />401 <br />teD <br />lad (12e) PRECAST <br />2n <br />me <br />Im <br />imi <br />, <br />2m1 <br />W <br />tM <br />an <br />ant <br />47B <br />m <br />M <br />MO <br />1412 <br />1w <br />nn <br />2w <br />11'+' (NIB') PRECAST <br />862 <br />M <br />1M <br />Im <br />mn <br />sw <br />40r <br />11'�4• (tie' PRECAST <br />2W <br />462 <br />164 <br />11'+• (131* PRECAST <br />474 <br />a01 <br />M. <br />Ion <br />rn <br />1m <br />17B <br />rs <br />w <br />iM <br />tw <br />a4n <br />ern <br />4M <br />4r <br />Om <br />tan <br />rr <br />tOrw <br />am <br />174T (iM') PRECAST <br />937 <br />w <br />m <br />tm <br />1M <br />2M <br />nn <br />aM <br />174T (144') PRECAST <br />2M <br />402 <br />737 <br />124T M44� PRECAST <br />4n <br />4B <br />7n <br />M <br />t <br />1 <br />iM <br />w <br />ma <br />Ia11 <br />,w <br />210 <br />row <br />am <br />4w <br />M <br />M <br />1M <br />am <br />734' (te07 PRECAST <br />296 <br />4n <br />M <br />ion <br />14M <br />IM <br />nib <br />2w <br />I" (m) PRECAST <br />117 <br />324 <br />110 <br />IT-4- (1617) PRECAST <br />414 <br />w <br />em <br />7N <br />M <br />„ <br />Iw <br />4n <br />7n <br />Ion <br />14M <br />,M <br />me <br />m <br />498 <br />400 <br />M m <br />Ilse <br />u, <br />, <br />lm <br />W4r (1ee•) PRECAST <br />try <br />M <br />70 <br />tM <br />tM <br />IM <br />2/m <br />2w <br />1r-0' (tee'j PRECAST <br />106 <br />293 <br />700 <br />14'4T Mee? PRECAST <br />M <br />M <br />M <br />?aM <br />tn0 <br />142 <br />70e <br />1M <br />iM <br />,M <br />2rn <br />aw <br />410 <br />4n <br />n7 <br />1M <br />/ <br />1 <br />,M <br />(17e') PREBTR®8ED <br />MAL <br />M <br />M <br />M <br />M <br />M <br />M <br />W-r (IM PRESIMESSED <br />N.R. <br />284 <br />91 <br />w4r (176D P <br />m <br />M <br />M <br />M <br />M <br />M <br />92 <br />an <br />M <br />M <br />t <br />IMir4l' <br />t7M <br />M <br />7B <br />iw <br />tam <br />no <br />MIT <br />zm <br />If-4- (1841 PRESTRESSED <br />N.R.M <br />M <br />M <br />M <br />M <br />M <br />M <br />18+- (134') PRESTRESSED <br />N.R.269 <br />ea <br />18+' (1841 P <br />'" <br />M <br />ma <br />M <br />M <br />aid <br />am <br />M <br />7n <br />, <br />m1 <br />I <br />1M <br />412 <br />710 <br />IM <br />1M <br />2M <br />22n <br />n1a <br />iT+' onPR687RE88ED <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />M- <br />1T4' PM PRESTRESSED <br />N.R. <br />,94 <br />M <br />1T-4• On P <br />,m <br />in <br />M <br />M <br />400 <br />M <br />r1 <br />m <br />M <br />M873 <br />lul <br />ton <br />SODMM <br />M <br />iM <br />1M <br />tsr <br />2047 <br />19'+' (x •) PROTRE 9Eo <br />N.R. <br />N1 <br />M <br />OR <br />M <br />M <br />Mt <br />M <br />1IrW CM PRESTRESSED <br />N.R. <br />62 <br />is+• (28Z7 P <br />m <br />tr <br />M <br />M <br />M <br />m <br />4n <br />m <br />eai <br />rt <br />an <br />am <br />>m <br />M <br />M <br />m <br />IOU <br />,M <br />tM <br />nn <br />�,+. C�e9 PI�TRIRIBED <br />N.N.R.M <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />P PRESTRESSED <br />") <br />N.R. <br />42 <br />21'+• (2�') PRESRRESSES <br />m <br />In <br />M <br />n2 <br />am <br />mf <br />M <br />ee7 <br />4r <br />im <br />M <br />M <br />M <br />1M <br />IIDm <br />SO <br />M <br />M <br />1774 <br />IM <br />us <br />274T 12e49 PRESTRESSED <br />N.R. <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />22-0" �•) PRESTRESSED <br />N.R. <br />116 <br />40 <br />27-0' (M.) PRESTRmm <br />to <br />,m <br />97 <br />tm <br />M <br />M <br />M <br />mf <br />4B <br />M <br />M <br />M <br />M <br />M <br />m <br />2ts <br />w <br />M <br />tam <br />tM <br />tw <br />24'4T P PRESTIaESBED <br />N.R <br />M <br />M <br />M <br />M <br />M <br />NR <br />M <br />,�,�„ ,) PRESiliE88ES <br />N.R <br />91 <br />39 <br />N-0' C7 PA64r <br />tr <br />12 <br />to <br />M <br />sm <br />310 <br />fn <br />M <br />4w <br />M <br />4m <br />7m <br />B7 <br />M <br />in <br />M <br />410 <br />M <br />M <br />wr <br />ton <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 />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY GBTCRETE MAY 2015 EDTRON - PRECAST PRODUCTS BY OTMRS TO 26?ETOR EXCEED VALl1E8 STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE 90TAUM PER MANUFACTURES SPECIFICATIONS • PROVIDE --0— RN P OF SEARING PAST EACH SM OF WRIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />8F16-1T10M10B <br />T-4" <br />♦♦ <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />8RF14-1T/0M/0B <br />8F8- <br />1T/OM/OB <br />6'-W <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-0", UNO. <br />I I° <br />L - - - - - J <br />k---------------------------------------------------- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />11 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32150 <br />PM: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />~ <br />ti <br />avziaiv <br />SILVERADO <br />LOT #14 <br />BILK #19 <br />PROJECT/a <br />04128.002-14191 <br />MODEL. <br />4E`4B <br />"1499-FREEPORT" <br />GARAGE aMINC: <br />RIGHT <br />PACE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />AUG <br />DAPS• 07/24/20 <br />SCALE: 1/4"=1•-0" <br />aiIEET <br />s2 <br />