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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 W/ (9)1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 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 />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 HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .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 />SUE IN <br />DESCRIPTIONREMARK <br />i(D <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 />(pa1J <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 />8x8 <br />(1)#6 <br />N/A <br />GROUTEDSOLID <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 />4tw.Gwia <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFP <br />LOAD <br />LF <br />��A <br />SATE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />LENGTH <br />woo <br />W1240 <br />wwo <br />"'N"m <br />raw0 <br />W"" <br />m4e a <br />TYPE <br />LENGTH <br />anSF9 <br />RgAU <br />TYPE <br />LENGTH <br />ersnr <br />omu <br />er+att <br />ansar <br />erratr <br />rum <br />eno-tr <br />ers0a <br />ersl-tt <br />arxm <br />etN•+r <br />arwar <br />rNnr <br />amaT <br />BUS <br />we -is <br />sna-16 <br />wwo <br />ewo-Is <br />~I <br />owe <br />mats <br />rr (42') PRECAST <br />2291Sfi <br />aw <br />a7u <br />6m <br />WV <br />-ON' <br />0w <br />1wi <br />{4� PRECAST <br />t026 <br />t02{ <br />tM6 <br />a 6' (4� pFSCABT <br />ION <br />ION <br />NM <br />004 <br />m <br />e+N <br />70H <br />Nr <br />4w <br />Mu <br />ten <br />err4 <br />Mes4 <br />IIw <br />tw <br />sw <br />adst <br />4w <br />m <br />sin <br />tool <br />4'r (46') PRECAST <br />1988 <br />m1 <br />am <br />SON <br />4w <br />OM <br />70M <br />sla <br />Pr ('4r) PRECAST <br />766 <br />768 <br />1309 <br />4'r (41n PRECAST <br />Iw <br />aw <br />aw <br />N16 <br />4w <br />em <br />e6N <br />aids <br />4406 <br />Na <br />757 <br />M4 <br />IdsM <br />ttw <br />ads <br />m <br />am <br />ew <br />4616 <br />m <br />am <br />4'r (84') PRECAST <br />1659 <br />+w <br />21M <br />NM <br />eta <br />/a6 <br />0100 <br />HM <br />rr (� PRECAST <br />B92 <br />697 <br />1079 <br />4'r (647 T <br />17a <br />7w <br />YN0/ <br />eN6 <br />4w <br />4T71 <br />bw <br />aids <br />am <br />Ma <br />76n <br />wa <br />MOM <br />11w <br />1207 <br />ION <br />VV <br />N15 <br />40a <br />Qtt <br />eai <br />Sd' (6{� PRECAST <br />12/7 <br />+w <br />tw <br />tw <br />NOD <br />31a <br />m <br />4w <br />9d• (64') PRECAST <br />411 <br />411 <br />745 <br />6'r (64') PRECAST <br />Me <br />m <br />as <br />NN <br />m <br />m <br />4M <br />ma <br />tw <br />ws <br />.� <br />1M <br />10N <br />tn6 <br />am <br />m <br />aw <br />wt <br />4m <br />S•10' (709 PRECAST <br />1062 <br />lids <br />117a <br />teIn <br />N00 <br />no <br />sw <br />s47a <br />s-Ur (M PRECAST <br />w996 <br />MS <br />6'-10• (70•) PREr" <br />w <br />ON <br />Na <br />NO <br />41W <br />"m <br />ION <br />4w <br />n <br />nM <br />m <br />w <br />tea <br />MOO <br />SIV <br />aw <br />41a <br />ar CAC) PRECAST <br />908 <br />1w <br />nn <br />ads <br />aeal <br />am <br />4m <br />m <br />So m PRECAST <br />807 <br />721 <br />490 <br />Sr (7!') PRECAST <br />w <br />m <br />m <br />Im <br />21n <br />am <br />m <br />NN <br />1 <br />a m— <br />a <br />ION <br />NN <br />s7ds <br />ass+ <br />a7u <br />Tr 01p) PRECAST <br />743 <br />Idst <br />IimlN! <br />1m <br />NN <br />Nds <br />Nds <br />NM <br />NO <br />Tr BX1'1 PRECAST <br />424 <br />534 <br />Bat <br />Tr (90") PRECAST <br />Na <br />NN <br />17N <br />aM1 <br />Nds <br />m <br />sm <br />ant <br />ds <br />"m <br />m <br />sae <br />seal <br />am <br />ad• (11 PRECAST <br />27 <br />664 <br />w <br />+7N <br />INS <br />26M <br />SIN <br />MO <br />m <br />ad' (tt?1 PRECAST <br />ffi8 <br />612 <br />230 <br />ai• (17T) PRECASTm <br />1 <br />m <br />!+a <br />sm <br />1w <br />tea <br />2eM <br />MM <br />ew <br />me <br />uta <br />1w <br />m4 <br />ana <br />,ar H26'1 PREDABr <br />476 <br />w <br />w <br />72n <br />Nds <br />V" <br />2m <br />aNe <br />mr (120� PFIECI$T <br />284 <br />401 <br />,66 <br />tar (tt!� PRECJ 6Tw <br />w <br />t <br />sm <br />1 <br />2M1 <br />1w <br />+w <br />NN <br />mt <br />1764 <br />71N <br />t47a <br />1m <br />NIS <br />Nle11'd' <br />t <br />( 38� PRECAer <br />382 <br />w <br />1w <br />tw <br />NN <br />SIV <br />4w <br />114• (198') PRECAST <br />2NI0 <br />462 <br />154 <br />,1'r (728n P[eECABTw <br />E <br />w <br />+w <br />1w <br />saa <br />a1:r <br />4w <br />S7 <br />+m <br />tw <br />maw <br />nw <br />(144� PRECAST <br />397 <br />enin1w <br />21M <br />2w <br />NSs <br />72'4T (144� PRECAST <br />2M <br />402 <br />,87 <br />12'r (144') PRECAST <br />7M <br />w <br />11 <br />iwiz-0" <br />w <br />as <br />12M <br />1w <br />21M <br />M <br />NN <br />w <br />1a02 <br />m <br />sae <br />13'd' 1 <br />(�PRECAST <br />788 <br />4nENR <br />INS <br />1m <br />/w <br />MO <br />iw <br />13'd' (1e0') PRECAST <br />217 <br />324 <br />t70 <br />734' (18a7 PRECAST <br />as <br />m <br />w <br />1 <br />"Is <br />4" <br />Iw <br />1w <br />Iw <br />2 s <br />NM <br />m <br />IIN <br />u <br />1w74'r <br />1 <br />( 88') PRECAST <br />2794a <br />4at <br />+w <br />1w <br />lea <br />2127 <br />NN <br />14'-0' (788� PRECAST <br />206 <br />2S3 <br />,00 <br />74'r (7l87 PREC18'T <br />w <br />m <br />w <br />im-1 <br />Iw <br />tm <br />as <br />2fa7 <br />eN0 <br />ru <br />m <br />1 <br />710I <br />14'd• (1PROSIFISSM <br />NJt <br />INNO <br />M <br />M <br />M <br />NR <br />M <br />14'd' (776� PRE <br />NA <br />294 <br />91 <br />14'r (776') PP68'i <br />m <br />ale <br />w <br />w <br />w <br />w <br />m <br />w <br />w <br />w <br />1w <br />1w <br />2w <br />N+7 <br />2772 <br />tad' (i84� PIffiSTA[$SPD <br />RR <br />M <br />Nt <br />M <br />M <br />NR <br />M <br />lad' (16P) M E87 MM <br />NAL <br />20 <br />82 <br />tad' (084•) PR687AE8S® <br />m <br />m <br />efs <br />w <br />w <br />w <br />w <br />w <br />m <br />41a <br />7188 <br />tm <br />Gods <br />me <br />9Ns <br />1T•P (2a6") PR1371 <br />N.R <br />M <br />m <br />M <br />M <br />M <br />M <br />1Tr (W PRS7RE�ED <br />NA <br />194 <br />64 <br />iTd' Mn PPEBitiE <br />1a <br />tN <br />m <br />w <br />400 <br />w <br />M <br />m <br />w <br />IM-m- <br />w <br />w <br />1m <br />1w <br />1w <br />aon <br />tad' I�TI PRESTRESSED <br />NA. <br />Mt <br />M <br />M <br />M <br />M <br />M <br />M <br />tad' (2e2't PII�IRE88ED <br />N.R. <br />148 <br />82 <br />lad' (2a� PRL$TRC�BED <br />1N <br />IN <br />m <br />w <br />w <br />4N <br />4n <br />M <br />w <br />MI <br />m <br />4N <br />IN <br />Ids, <br />uu <br />Isle <br />IT" <br />21-4. (2S6') PRESR BED <br />NR <br />M <br />M <br />M <br />M <br />1M <br />M <br />M <br />2tr Ree') PR6StRE88ED <br />N.R. <br />126 <br />42 <br />21'r Re6') PRF$T�BED <br />IQ <br />IQ <br />s% <br />ON <br />fa <br />37a od <br />w <br />dsT <br />NO <br />Tat <br />w <br />Iw <br />w <br />340 <br />w <br />w <br />1144 <br />1w <br />tads <br />err (2e49 PRE97REateEO <br />N.R.Ids <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />2zr ( � P <br />N.R.NO <br />40 <br />274T (2M') P <br />+a <br />+a <br />1a <br />m <br />aN <br />w <br />w <br />sla <br />w <br />w <br />w <br />mm <br />w <br />w <br />N6 <br />w <br />m <br />1047 <br />INS <br />1N0 <br />Wr Mn PR BED <br />N.R <br />M <br />M <br />M <br />M <br />M <br />M <br />24'r MnPRESTO <br />Nit <br />81 <br />33 <br />24'r Mn PRESI <br />7N <br />+M <br />176 <br />'Na <br />N7 <br />Na <br />Na <br />466 <br />4N <br />w <br />w <br />m <br />sa <br />w <br />IN <br />m <br />w <br />w <br />w <br />ION <br />1m <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 />RESAR. <br />ALL VALUES TAKEN PROMSAFE LOAD TABLES• BY CASTCRBTE.MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANLWACTUIM SPECIFICATIONS • PROVIDE MINA M C OF BEARING PAST EACH SIDE OF WIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 1"126.03 <br />m:.a..---,",,-----xar...-----.— ------..«.....--n----—_,.---..,....:.A.._.as --m—.�.,V., <br />"4. 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/08 ' <br />t RRMSYSSMSSMSSA -------------- <br />% <br />1 b ¢� <br />' 2 sP 9 <br />11M <br />a � mat N <br />2 'b °D GT <br />+ 131-16-1 UUM/uts �g I <br />e g°ss a'r <br />% "y 1 <br />'4 <br />( { ( <br /># 7 $ <br />(m t t <br />{ t <br />T UNO, PROVIDE BB7 WHERE 2 <br />ROOF TRUSSES BEAR, TOP e <br />€ OF WALL EL. 6-8", LINO. t § <br />a ) ( <br />a <br />) ( <br />o <br />t <br />4a 8F8- tea" <br />1T/OMI08 <br />a GT € <br />t <br />s <br />Y� <br />1 <br />2 <br />8F16-1T/0M/0B i 8F28-1T/0M/0B? <br />a <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />d N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />ION <br />gill <br />6 <br />NON <br />aysDiv a" LAT: <br />SILVERADO <br />LOT #12 <br />BLK #19 <br />PMJECT# <br />04128.002-12191 <br />MODEL: <br />4EAB <br />f11672— ARIA" <br />GARAGE OMING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 E . B <br />